As one of the commonly used technologies in modern civil engineering,the construction technology is becoming more and more widely used with the continuous growth of building height.In the construction process of highr...As one of the commonly used technologies in modern civil engineering,the construction technology is becoming more and more widely used with the continuous growth of building height.In the construction process of highrise buildings,the deep foundation pit support provides the necessary stability for the foundation structure of the building project,and more effectively guarantees the quality of the project.Through the reasonable supporting structure,the deep foundation pit technology can effectively prevent the risk of soil collapse,foundation pit deformation and other risks,and improve the safety factor of the whole construction project.Especially in the high-rise buildings,the deep foundation pit support technology can consolidate the foundation for the long-term stability of the project,and significantly prolong the service life of the building.The continuous development of deep foundation pit construction technology is the inevitable demand of high-rise building construction,and also provides a powerful help for the development of civil engineering industry.Based on this,this paper focuses on the application of deep foundation pit construction technology in civil engineering construction.展开更多
A deep foundation pit constructed for an underground transportation hub was excavated near the Yangtze River.Among the strata,there are two confined aquifers,between which lies an aquiclude that is partially missing.T...A deep foundation pit constructed for an underground transportation hub was excavated near the Yangtze River.Among the strata,there are two confined aquifers,between which lies an aquiclude that is partially missing.To guarantee the safety of pit excavation,the piezometric head of the upper confined aquifer,where the pit bottom is located,should be 1 m below the pit bottom,while that of the lower confined aquifer should be dewatered down to a safe water level to avoid uplift problem.The Yangtze River levee is notably close to the pit,and its deformation caused by dewatering should be controlled.A pumping test was performed to obtain the hydraulic conductivity of the upper confined aquifer.The average value of the hydraulic conductivity obtained from analytical calculation is 20.45 m/d,which is larger than the values from numerical simulation(horizontal hydraulic conductivity K_H=16 m/d and vertical hydraulic conductivity K_V=S m/d).The difference between K_H and K_V indicates the anisotropy of the aquifer.Two dewatering schemes were designed for the construction and simulated by the numerical models for comparison purposes.The results show that though the first scheme could meet the dewatering requirements,the largest accumulated settlement and differential settlement would be94.64 mm and 3.3‰,respectively,greatly exceeding the limited values.Meanwhile,the second scheme,in which the bottoms of the waterproof curtains in ramp B and the river side of ramp A are installed at a deeper elevation of-28 m above sea level,and 27 recharge wells are set along the levee,can control the deformation of the levee significantly.展开更多
Based on analyses of the theories of groundwater unsteady flow in deep well dewatering in the deep foundation pit, Theis equations are chosen to calculate and analyze the relationship between water level drawdown of c...Based on analyses of the theories of groundwater unsteady flow in deep well dewatering in the deep foundation pit, Theis equations are chosen to calculate and analyze the relationship between water level drawdown of confined aquifer and dewatering duration. In order to reduce engineering cost and diminish detrimental effect on ambient surrounding, optimization design target function based on the control of confined water drawdown and four restriction requisitions based on the control of safe water level, resistance to throwing up from the bottom of foundation pit, avoiding excessively great subsidence and unequal surface subsidence are proposed. A deep well dewatering project in the deep foundation pit is optimally designed. The calculated results including confined water level drawdown and surface subsidence are in close agreement with the measured results, and the optimization design can effectively control both surface subsidence outside foundation pit and unequal subsidence as a result of dewatering.展开更多
In view of the characteristics of soft soil deep foundation pit for the construction and geotechnical characteristics of the special medium,it is difficult to calculate theoreti- cally accurately structural deformatio...In view of the characteristics of soft soil deep foundation pit for the construction and geotechnical characteristics of the special medium,it is difficult to calculate theoreti- cally accurately structural deformation of the foundation pit,so in the course of excavation on the construction of the information is particularly important.The analysis and compari- son of several popular non-linear forecasting methods,combined with the actual projects, set up a grey theoretical prediction model,time series forecasting model,improved neural network model to predict deformation of the foundation pit.The results show that the use of neural network to predict with high accuracy solution,it is the foundation deformation prediction effective way in underground works with good prospects.展开更多
Bi-directional static loading test adopting load cells is widely used around the world at present,with increase in diameter and length of deep foundations.In this paper,a new simple conversion method to predict the eq...Bi-directional static loading test adopting load cells is widely used around the world at present,with increase in diameter and length of deep foundations.In this paper,a new simple conversion method to predict the equivalent pile head load-settlement curve considering elastic shortening of deep foundation was put forward according to the load transfer mechanism.The proposed conversion method was applied to root caisson foundation in a bridge and to large diameter pipe piles in a sea wind power plant.Some new load cells,test procedure,and construction technology were adopted based on the applications to different deep foundations,which could enlarge the application scopes of bi-directional loading test.A new type of bi-directional loading test for pipe pile was conducted,in which the load cell was installed and loaded after the pipe pile with special connector has been set up.Unlike the conventional bi-directional loading test,the load cell can be reused and shows an evident economic benefit.展开更多
To predict the behavior of land subsidence due to groundwater withdrawal, a 3D numerical model is established. The model takes the confined aquifer and soft deposit of Ningbo into account. According to the pumping tes...To predict the behavior of land subsidence due to groundwater withdrawal, a 3D numerical model is established. The model takes the confined aquifer and soft deposit of Ningbo into account. According to the pumping test data, changing regulations of groundwater level, and land subsidence during dewatering are analyzed. Comparison between the calculated value and measured value shows that the 3D model simulates the measured value fairly well. The future behavior of land subsidence during dewatering period provides the scientific basis for the construction of deep foundation.展开更多
The thinking of co evolution is applied to the optimization of retaining and protecting structure for deep foundation excavation, and the system of optimization of anchored row piles for deep foundation pit has been a...The thinking of co evolution is applied to the optimization of retaining and protecting structure for deep foundation excavation, and the system of optimization of anchored row piles for deep foundation pit has been already developed successfully. For the co evolution algorithm providing an evolutionary mechanism to simulate ever changing problem space, it is an optimization algorithm that has high performance, especially applying to the optimization of complicated system of retaining and protecting for deep foundation pit. It is shown by many engineering practices that the co evolution algorithm has obvious optimization effect, so it can be an important method of optimization of retaining and protecting for deep foundation pit. Here the authors discuss the co evolution model, object function, all kinds of constraint conditions and their disposal methods, and several key techniques of system realization.展开更多
To investigate the effect of deep foundation pit excavation on the stability of retaining structure, a subway stationin the city of Jinan was selected as a project, and a FLAC3D-based three dimensional model was devel...To investigate the effect of deep foundation pit excavation on the stability of retaining structure, a subway stationin the city of Jinan was selected as a project, and a FLAC3D-based three dimensional model was developed fornumerical simulation. The horizontal displacement of the retaining structure, the axial force of the support, andthe vertical displacement of the column were studied and compared to the collected data from the field. The findingsindicate that when the foundation pit is excavated, the maximum deformation of the retaining structure progressivelydecreases from the top, the distortion of the retaining structure gradually rises, and the final maximumdeformation is around 17 meters deep. In each layer of support, the largest axial force support is located in thefirst reinforced concrete support;the uplift of the pit bottom caused by soil unloading plays a primary role in thevertical displacement of the column, and the column exhibits an upward trend under all construction conditions.When compared to the measured data, the generated findings are comparable and the fluctuation trend is extremelyconsistent. The findings of this article may give technical direction for the development of subway stationswith a comparable engineering basis.展开更多
Deep foundation pit excavation is a basic and key step involved in modern building construction.In order to ensure the construction quality and safety of deep foundation pits,this paper takes a project as an example t...Deep foundation pit excavation is a basic and key step involved in modern building construction.In order to ensure the construction quality and safety of deep foundation pits,this paper takes a project as an example to analyze deep foundation pit excavation technology,including the nature of this construction project,the main technical measures in the construction of deep foundation pit,and the analysis of the safety risk prevention and control measures.The purpose of this analysis is to provide scientific reference for the construction quality and safety of deep foundation pits.展开更多
Taking the deep foundation pit accident occurring at a station of metro Line 2 in Taiyuan as an example,the influence of the seepage and inrush of the foundation pit on the retaining structure and surrounding environm...Taking the deep foundation pit accident occurring at a station of metro Line 2 in Taiyuan as an example,the influence of the seepage and inrush of the foundation pit on the retaining structure and surrounding environment were studied under the geological conditions of the confined aquifer on the east coast of Fenhe River.The causes of deep foundation pit accident were also analyzed systematically based on the monitoring data,and various emergency measures were proposed to control the occurrence of secondary accident for deep foundation pit.The results showed that the occurrence of inrush for foundation pit was mainly caused by the insufficient dewatering.The development of the accident was effectively controlled by the adding of the dewatering wells,local grouting of retaining structure to stop seepage,surface grouting to reinforcement and uplift soil.The successful experience can provide some guidance to the construction of similar projects in the proposal.展开更多
Based on the design principles of economic rationality and safety,multiple-pivot pile anchorage approach was used as the supporting engineering of a tall building with a deep foundation ditch.The designs,such as ancho...Based on the design principles of economic rationality and safety,multiple-pivot pile anchorage approach was used as the supporting engineering of a tall building with a deep foundation ditch.The designs,such as anchor arm,single pile and the whole,were set up in accordance with the calculations of the internal force from the equivalent beam and Yamagata Kunio methods.Moreover,the rationality of the design was estimated using the stability checks.FLAC3D was used for calculating the accuracy of the design.Using FLAC3D to simulating ditch cutting and supporting processes can obtain the equivalent results as the theory analysis in the displacement of ditch surrounding wall,the stress field and stress distribution.展开更多
By using numerical analysis methods to simulate the deep excavation,a lot of analyses are established on the basis of two-dimensional plane strain,ignoring the fact that foundation pit possesses three dimensions. For ...By using numerical analysis methods to simulate the deep excavation,a lot of analyses are established on the basis of two-dimensional plane strain,ignoring the fact that foundation pit possesses three dimensions. For soil constitutive relation,people always take linear and nonlinear model,without considering the plastic behavior of soil. Using plastic-elastic hardening model to simulate constitutive relation of soil characteristics,the authors carried out mechanical analysis for pit excavation and support. The results show that the analysis for the stress state of pile anchor system is an effective way which provides theoretical basis for calculation of soil displacement.展开更多
Foundation pit excavation engineering is an old subject full of decision making. Yet, it still deserves further research due to the associated high failure cost and the complexity of the geological conditions and/or t...Foundation pit excavation engineering is an old subject full of decision making. Yet, it still deserves further research due to the associated high failure cost and the complexity of the geological conditions and/or the surrounding existing infrastructure around it. This article overviews the risk control practice of foundation pit excavation projects in close proximity to <span style="font-family:Verdana;">existing</span><span style="font-family:Verdana;"> disconnected piled raft. More focus is given to geotechnical aspects. The review begins with achievements to ensure excavation performance </span><span style="font-family:Verdana;">requirements,</span><span style="font-family:Verdana;"> and follows to discuss the complex </span><span style="font-family:Verdana;">soil structure</span><span style="font-family:Verdana;"> interaction involved among the fundamental components</span><span style="font-family:Verdana;"><span style="font-family:Verdana;"><span style="font-family:Verdana;">: </span></span></span><span><span><span style="font-family:;" "=""><span style="font-family:Verdana;">the retaining wall, mat, piles, cushion, and the soil. After bringing consensus points to practicing engineers and </span><span style="font-family:Verdana;">decision makers</span><span style="font-family:Verdana;">, it then suggests possible future research directions.</span></span></span></span>展开更多
On the basis of the perfect design of deep foundation pit engineering, the author adopts the methods of geological environment inspection, hydrogeological environment inspection, construction of test section, suppleme...On the basis of the perfect design of deep foundation pit engineering, the author adopts the methods of geological environment inspection, hydrogeological environment inspection, construction of test section, supplementary investigation, etc. While ensuring the stability of the foundation and the safety of the environment, the method of combining design and construction is adopted to dynamically adjust the design scheme during the construction process, and through the gradual exploration can guarantee the safety and can control the cost of the optimization method, in order to enhance the economic benefits of the construction project.展开更多
With the rapid development of society and the significant increase of high-rise buildings, the design of deep foundation pit supporting in the process of building plays a more and more obvious role. In order to ensure...With the rapid development of society and the significant increase of high-rise buildings, the design of deep foundation pit supporting in the process of building plays a more and more obvious role. In order to ensure the stability and safety of buildings, we must improve the attention to the design of deep foundation pit supporting. However, no matter from which point of view of geotechnical engineering, there are some problems, such as unreasonable mechanical parameters selected and weak representative sampling of soil in deep foundation pit. These problems are not conducive to promoting the design and construction of deep foundation pit support. For this reason, the problems existing in the design and construction are taken as the starting point. Then, according to the existing problems, countermeasures are put forward from three aspects: scientific mechanical parameters selection, advanced design methods application and scientific sampling.展开更多
In Chinese modernization and social development level enhances unceasingly, and under the background of deepening the process of urbanization, urban development level in China has been an unprecedented increase, espec...In Chinese modernization and social development level enhances unceasingly, and under the background of deepening the process of urbanization, urban development level in China has been an unprecedented increase, especially with the constant development of information technology, make our country construction technology has been constantly strengthened, all kinds of tunnel construction, underground construction, high-rise buildings appear constantly, higher and more strict requirements are put forward for deep foundation pit engineering in terms of quantity and construction quality. In this paper, a detailed analysis is carried out on the simulation and optimization of the double-row pile supporting structure of deep foundation pit, which lays a solid foundation for the further improvement of the modern construction technology level in China.展开更多
In the process of deep foundation pit construction of civil engineering, support technology is usually used to ensure the safety of the surrounding environment and foundation, so as to ensure the smooth progress of re...In the process of deep foundation pit construction of civil engineering, support technology is usually used to ensure the safety of the surrounding environment and foundation, so as to ensure the smooth progress of related construction work. So part of deep foundation pit construction, the need to pay attention to the construction personnel safety and the corresponding technical management, guarantee the construction quality of the link, lay a good foundation for the construction of the follow-up. Based on this, this article focuses on analyzing the civil engineering construction of deep foundation pit supporting points and the corresponding quality control measures, the purpose is to improve on the part of the construction quality control, and improve the attention of construction enterprises to the correct application of this link technology at the same time.展开更多
The famous Nanluoguxiang commercial street is located in the iconic area of Dongcheng District, Beijing,and the location is important and crowded.The project has two floors above ground and six floors underground. The...The famous Nanluoguxiang commercial street is located in the iconic area of Dongcheng District, Beijing,and the location is important and crowded.The project has two floors above ground and six floors underground. The deepest foundation pit depth reaches -23m.It is the deepest foundation pit in the area so far and it is also a key project in Dongcheng District. It has been inspected by the Deputy Mayor of Beijing and the Mayor of Dongcheng District. The location of the project is the old city of Beijing. Except for the Nanluoguxiang commercial street on the west side of the foundation pit, the other three sides are dense and outdated residential bungalows with very complicated boundary conditions. In addition, although the depth of the foundation pit is large, the area of the foundation pit is only about 500m2, and the construction space around the foundation pit is also extremely narrow. Material processing, stacking, and tower cranes are all placed within a width of less than 15m on the south side of the foundation pit. As a result, the additional load on the south side is very concentrated. Such limited construction space conflicts with the large number of multi-process simultaneous operations and ultra-high safety requirements during deep foundation pit support construction. This article clarifies the unique design concept, support structure, parameter selection, construction method, foundation pit monitoring method and the results obtained for the deep foundation pit support, so as to ensure the absolute foundation pit during the service period of about 1 year. It is safe and can be used as a model for the design and construction of deep foundation pits in the core area of the old city.展开更多
文摘As one of the commonly used technologies in modern civil engineering,the construction technology is becoming more and more widely used with the continuous growth of building height.In the construction process of highrise buildings,the deep foundation pit support provides the necessary stability for the foundation structure of the building project,and more effectively guarantees the quality of the project.Through the reasonable supporting structure,the deep foundation pit technology can effectively prevent the risk of soil collapse,foundation pit deformation and other risks,and improve the safety factor of the whole construction project.Especially in the high-rise buildings,the deep foundation pit support technology can consolidate the foundation for the long-term stability of the project,and significantly prolong the service life of the building.The continuous development of deep foundation pit construction technology is the inevitable demand of high-rise building construction,and also provides a powerful help for the development of civil engineering industry.Based on this,this paper focuses on the application of deep foundation pit construction technology in civil engineering construction.
基金financially supported by the doctoral fund of the Ministry of Education of Chinathe Nature Science Foundation of Jiangsu Province,China(Grant Nos.20130091110020 and BE2015675)
文摘A deep foundation pit constructed for an underground transportation hub was excavated near the Yangtze River.Among the strata,there are two confined aquifers,between which lies an aquiclude that is partially missing.To guarantee the safety of pit excavation,the piezometric head of the upper confined aquifer,where the pit bottom is located,should be 1 m below the pit bottom,while that of the lower confined aquifer should be dewatered down to a safe water level to avoid uplift problem.The Yangtze River levee is notably close to the pit,and its deformation caused by dewatering should be controlled.A pumping test was performed to obtain the hydraulic conductivity of the upper confined aquifer.The average value of the hydraulic conductivity obtained from analytical calculation is 20.45 m/d,which is larger than the values from numerical simulation(horizontal hydraulic conductivity K_H=16 m/d and vertical hydraulic conductivity K_V=S m/d).The difference between K_H and K_V indicates the anisotropy of the aquifer.Two dewatering schemes were designed for the construction and simulated by the numerical models for comparison purposes.The results show that though the first scheme could meet the dewatering requirements,the largest accumulated settlement and differential settlement would be94.64 mm and 3.3‰,respectively,greatly exceeding the limited values.Meanwhile,the second scheme,in which the bottoms of the waterproof curtains in ramp B and the river side of ramp A are installed at a deeper elevation of-28 m above sea level,and 27 recharge wells are set along the levee,can control the deformation of the levee significantly.
基金This paper is supported by the Hubei Construct Science Foundation of China (G200013).
文摘Based on analyses of the theories of groundwater unsteady flow in deep well dewatering in the deep foundation pit, Theis equations are chosen to calculate and analyze the relationship between water level drawdown of confined aquifer and dewatering duration. In order to reduce engineering cost and diminish detrimental effect on ambient surrounding, optimization design target function based on the control of confined water drawdown and four restriction requisitions based on the control of safe water level, resistance to throwing up from the bottom of foundation pit, avoiding excessively great subsidence and unequal surface subsidence are proposed. A deep well dewatering project in the deep foundation pit is optimally designed. The calculated results including confined water level drawdown and surface subsidence are in close agreement with the measured results, and the optimization design can effectively control both surface subsidence outside foundation pit and unequal subsidence as a result of dewatering.
基金the Educational Department of Liaoning Province Through Scientific Research Project(20060051)National Natural Science Foundation of China(50604009)Universities Excellent Talents Support Plan to Train Foundation of Liaoning(RC-04-13)
文摘In view of the characteristics of soft soil deep foundation pit for the construction and geotechnical characteristics of the special medium,it is difficult to calculate theoreti- cally accurately structural deformation of the foundation pit,so in the course of excavation on the construction of the information is particularly important.The analysis and compari- son of several popular non-linear forecasting methods,combined with the actual projects, set up a grey theoretical prediction model,time series forecasting model,improved neural network model to predict deformation of the foundation pit.The results show that the use of neural network to predict with high accuracy solution,it is the foundation deformation prediction effective way in underground works with good prospects.
基金Supported by the National Natural Science Foundation of China(50908048)the Priority Academic Program Development(PAPD)Project of JiangsuHigher Education Institutions
文摘Bi-directional static loading test adopting load cells is widely used around the world at present,with increase in diameter and length of deep foundations.In this paper,a new simple conversion method to predict the equivalent pile head load-settlement curve considering elastic shortening of deep foundation was put forward according to the load transfer mechanism.The proposed conversion method was applied to root caisson foundation in a bridge and to large diameter pipe piles in a sea wind power plant.Some new load cells,test procedure,and construction technology were adopted based on the applications to different deep foundations,which could enlarge the application scopes of bi-directional loading test.A new type of bi-directional loading test for pipe pile was conducted,in which the load cell was installed and loaded after the pipe pile with special connector has been set up.Unlike the conventional bi-directional loading test,the load cell can be reused and shows an evident economic benefit.
文摘To predict the behavior of land subsidence due to groundwater withdrawal, a 3D numerical model is established. The model takes the confined aquifer and soft deposit of Ningbo into account. According to the pumping test data, changing regulations of groundwater level, and land subsidence during dewatering are analyzed. Comparison between the calculated value and measured value shows that the 3D model simulates the measured value fairly well. The future behavior of land subsidence during dewatering period provides the scientific basis for the construction of deep foundation.
基金National Natural Science Foundation of China( 5 986 80 0 1)
文摘The thinking of co evolution is applied to the optimization of retaining and protecting structure for deep foundation excavation, and the system of optimization of anchored row piles for deep foundation pit has been already developed successfully. For the co evolution algorithm providing an evolutionary mechanism to simulate ever changing problem space, it is an optimization algorithm that has high performance, especially applying to the optimization of complicated system of retaining and protecting for deep foundation pit. It is shown by many engineering practices that the co evolution algorithm has obvious optimization effect, so it can be an important method of optimization of retaining and protecting for deep foundation pit. Here the authors discuss the co evolution model, object function, all kinds of constraint conditions and their disposal methods, and several key techniques of system realization.
基金supported by the National Natural Science Foundation of China(51774199).
文摘To investigate the effect of deep foundation pit excavation on the stability of retaining structure, a subway stationin the city of Jinan was selected as a project, and a FLAC3D-based three dimensional model was developed fornumerical simulation. The horizontal displacement of the retaining structure, the axial force of the support, andthe vertical displacement of the column were studied and compared to the collected data from the field. The findingsindicate that when the foundation pit is excavated, the maximum deformation of the retaining structure progressivelydecreases from the top, the distortion of the retaining structure gradually rises, and the final maximumdeformation is around 17 meters deep. In each layer of support, the largest axial force support is located in thefirst reinforced concrete support;the uplift of the pit bottom caused by soil unloading plays a primary role in thevertical displacement of the column, and the column exhibits an upward trend under all construction conditions.When compared to the measured data, the generated findings are comparable and the fluctuation trend is extremelyconsistent. The findings of this article may give technical direction for the development of subway stationswith a comparable engineering basis.
文摘Deep foundation pit excavation is a basic and key step involved in modern building construction.In order to ensure the construction quality and safety of deep foundation pits,this paper takes a project as an example to analyze deep foundation pit excavation technology,including the nature of this construction project,the main technical measures in the construction of deep foundation pit,and the analysis of the safety risk prevention and control measures.The purpose of this analysis is to provide scientific reference for the construction quality and safety of deep foundation pits.
基金National Natural Science Foundation of China(No.51908516)Natural Science Foundation of Shanxi Province,China(No.201901D211207)。
文摘Taking the deep foundation pit accident occurring at a station of metro Line 2 in Taiyuan as an example,the influence of the seepage and inrush of the foundation pit on the retaining structure and surrounding environment were studied under the geological conditions of the confined aquifer on the east coast of Fenhe River.The causes of deep foundation pit accident were also analyzed systematically based on the monitoring data,and various emergency measures were proposed to control the occurrence of secondary accident for deep foundation pit.The results showed that the occurrence of inrush for foundation pit was mainly caused by the insufficient dewatering.The development of the accident was effectively controlled by the adding of the dewatering wells,local grouting of retaining structure to stop seepage,surface grouting to reinforcement and uplift soil.The successful experience can provide some guidance to the construction of similar projects in the proposal.
基金Supported by Project of the National High Technology Research and Development Program of China(No.2003AA602250)
文摘Based on the design principles of economic rationality and safety,multiple-pivot pile anchorage approach was used as the supporting engineering of a tall building with a deep foundation ditch.The designs,such as anchor arm,single pile and the whole,were set up in accordance with the calculations of the internal force from the equivalent beam and Yamagata Kunio methods.Moreover,the rationality of the design was estimated using the stability checks.FLAC3D was used for calculating the accuracy of the design.Using FLAC3D to simulating ditch cutting and supporting processes can obtain the equivalent results as the theory analysis in the displacement of ditch surrounding wall,the stress field and stress distribution.
文摘By using numerical analysis methods to simulate the deep excavation,a lot of analyses are established on the basis of two-dimensional plane strain,ignoring the fact that foundation pit possesses three dimensions. For soil constitutive relation,people always take linear and nonlinear model,without considering the plastic behavior of soil. Using plastic-elastic hardening model to simulate constitutive relation of soil characteristics,the authors carried out mechanical analysis for pit excavation and support. The results show that the analysis for the stress state of pile anchor system is an effective way which provides theoretical basis for calculation of soil displacement.
文摘Foundation pit excavation engineering is an old subject full of decision making. Yet, it still deserves further research due to the associated high failure cost and the complexity of the geological conditions and/or the surrounding existing infrastructure around it. This article overviews the risk control practice of foundation pit excavation projects in close proximity to <span style="font-family:Verdana;">existing</span><span style="font-family:Verdana;"> disconnected piled raft. More focus is given to geotechnical aspects. The review begins with achievements to ensure excavation performance </span><span style="font-family:Verdana;">requirements,</span><span style="font-family:Verdana;"> and follows to discuss the complex </span><span style="font-family:Verdana;">soil structure</span><span style="font-family:Verdana;"> interaction involved among the fundamental components</span><span style="font-family:Verdana;"><span style="font-family:Verdana;"><span style="font-family:Verdana;">: </span></span></span><span><span><span style="font-family:;" "=""><span style="font-family:Verdana;">the retaining wall, mat, piles, cushion, and the soil. After bringing consensus points to practicing engineers and </span><span style="font-family:Verdana;">decision makers</span><span style="font-family:Verdana;">, it then suggests possible future research directions.</span></span></span></span>
文摘On the basis of the perfect design of deep foundation pit engineering, the author adopts the methods of geological environment inspection, hydrogeological environment inspection, construction of test section, supplementary investigation, etc. While ensuring the stability of the foundation and the safety of the environment, the method of combining design and construction is adopted to dynamically adjust the design scheme during the construction process, and through the gradual exploration can guarantee the safety and can control the cost of the optimization method, in order to enhance the economic benefits of the construction project.
文摘With the rapid development of society and the significant increase of high-rise buildings, the design of deep foundation pit supporting in the process of building plays a more and more obvious role. In order to ensure the stability and safety of buildings, we must improve the attention to the design of deep foundation pit supporting. However, no matter from which point of view of geotechnical engineering, there are some problems, such as unreasonable mechanical parameters selected and weak representative sampling of soil in deep foundation pit. These problems are not conducive to promoting the design and construction of deep foundation pit support. For this reason, the problems existing in the design and construction are taken as the starting point. Then, according to the existing problems, countermeasures are put forward from three aspects: scientific mechanical parameters selection, advanced design methods application and scientific sampling.
文摘In Chinese modernization and social development level enhances unceasingly, and under the background of deepening the process of urbanization, urban development level in China has been an unprecedented increase, especially with the constant development of information technology, make our country construction technology has been constantly strengthened, all kinds of tunnel construction, underground construction, high-rise buildings appear constantly, higher and more strict requirements are put forward for deep foundation pit engineering in terms of quantity and construction quality. In this paper, a detailed analysis is carried out on the simulation and optimization of the double-row pile supporting structure of deep foundation pit, which lays a solid foundation for the further improvement of the modern construction technology level in China.
文摘In the process of deep foundation pit construction of civil engineering, support technology is usually used to ensure the safety of the surrounding environment and foundation, so as to ensure the smooth progress of related construction work. So part of deep foundation pit construction, the need to pay attention to the construction personnel safety and the corresponding technical management, guarantee the construction quality of the link, lay a good foundation for the construction of the follow-up. Based on this, this article focuses on analyzing the civil engineering construction of deep foundation pit supporting points and the corresponding quality control measures, the purpose is to improve on the part of the construction quality control, and improve the attention of construction enterprises to the correct application of this link technology at the same time.
文摘The famous Nanluoguxiang commercial street is located in the iconic area of Dongcheng District, Beijing,and the location is important and crowded.The project has two floors above ground and six floors underground. The deepest foundation pit depth reaches -23m.It is the deepest foundation pit in the area so far and it is also a key project in Dongcheng District. It has been inspected by the Deputy Mayor of Beijing and the Mayor of Dongcheng District. The location of the project is the old city of Beijing. Except for the Nanluoguxiang commercial street on the west side of the foundation pit, the other three sides are dense and outdated residential bungalows with very complicated boundary conditions. In addition, although the depth of the foundation pit is large, the area of the foundation pit is only about 500m2, and the construction space around the foundation pit is also extremely narrow. Material processing, stacking, and tower cranes are all placed within a width of less than 15m on the south side of the foundation pit. As a result, the additional load on the south side is very concentrated. Such limited construction space conflicts with the large number of multi-process simultaneous operations and ultra-high safety requirements during deep foundation pit support construction. This article clarifies the unique design concept, support structure, parameter selection, construction method, foundation pit monitoring method and the results obtained for the deep foundation pit support, so as to ensure the absolute foundation pit during the service period of about 1 year. It is safe and can be used as a model for the design and construction of deep foundation pits in the core area of the old city.
