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Remolded Undrained Strength of Soils 被引量:17
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作者 洪振舜 刘汉龙 NEGAMI Takehito 《海洋工程:英文版》 2003年第1期133-142,共10页
Extensive data of undrained shear strength for various remolded soils are compiled to normalize the remolded undrained strength. Remolded soils have a wide spectrum of liquid limits ranging from 25% to 412%. It is fou... Extensive data of undrained shear strength for various remolded soils are compiled to normalize the remolded undrained strength. Remolded soils have a wide spectrum of liquid limits ranging from 25% to 412%. It is found that the remolded undrained strength is a function of water content and liquid limit. Furthermore, a simple index designated as normalized water content w * is introduced for normalizing remolded undrained strength for various soils. The normalized water content w * is the ratio of water content to liquid limit. The relationship between the remolded undrained strength and the normalized water content can be expressed by a simple equation. The new simple equation is not only valuable theoretically for helping in assessing the in situ mechanical behavior, but also useful to ocean engineering practice. 展开更多
关键词 critical state line liquid limit normalized water content remolded undrained strength water content
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Comparison of Remolded Shear Strength with Intrinsic Strength Line for Dredged Deposits 被引量:9
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作者 邓东升 《China Ocean Engineering》 SCIE EI 2007年第2期363-369,共7页
Chandler proposed the intrinsic strength line to correlate the undrained shear strength of samples one-dimensionally consolidated from slurry with the void index proposed by Burland. The undrained shear strength on th... Chandler proposed the intrinsic strength line to correlate the undrained shear strength of samples one-dimensionally consolidated from slurry with the void index proposed by Burland. The undrained shear strength on the intrinsic strength line is different from the remolded undrained shear strength that is an important parameter for design and construction of land reclamation. The void index is used in this study for normalizing the remolded strength behavior of dredged deposits. A quantitative relationship between remolded undrained shear strength and void index is established based on extensive data of dredged deposits available from sources of literature. Furthermore, the normalized remolded undrained shear strength is compared with intrinsic strength line. The comparison result indicates that the ratio of undrained shear strength on the intrinsic strength line over remolded undrained shear strength increases with an increase in applied consolidated stress. 展开更多
关键词 consolidation stress dredged deposits intrinsic strength line remolded shear strength void index
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Remolding Software Engineering Course Based on Engineering Education Concepts 被引量:1
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作者 Jing Jiang Xianyang Wang +3 位作者 Yangcheng Xia Huoyuan Wang Pingping Tong Juanjuan Hong 《Journal of Contemporary Educational Research》 2023年第11期226-231,共6页
The core of the engineering education concepts is student-centered teaching,result-oriented teaching,and continuous improvement.It is necessary to carry out course remolding of software engineering course guided by en... The core of the engineering education concepts is student-centered teaching,result-oriented teaching,and continuous improvement.It is necessary to carry out course remolding of software engineering course guided by engineering education concepts.This paper first analyzes the pain points of teaching the course of software engineering,and then introduces how to remold the course based on engineering education concepts,including reformulating the teaching objectives,teaching modes,and assessment methods.Through teaching practice,we find that the improved course has achieved a better teaching result,which reflects the advantages of the engineering education concepts. 展开更多
关键词 Engineering education Course remolding Software engineering
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Impression Remolding: On Design of Lijiang Railway Station
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作者 DENG Jing 《Journal of Landscape Research》 2015年第2期25-28,共4页
This paper takes "impression remolding" as the hint of design concept, analyzes uniqueness and correlation of Lijiang Train Station, and also multiple design techniques of integrating regional cultural eleme... This paper takes "impression remolding" as the hint of design concept, analyzes uniqueness and correlation of Lijiang Train Station, and also multiple design techniques of integrating regional cultural elements, such as roofi ng cluster. 展开更多
关键词 IMPRESSION remolding Design of Lijiang Railway Station Regional culture
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Intrinsic Compression Behavior of Remolded and Reconstituted Clays-Reappraisal
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作者 Jie Yin Yonghong Miao 《Open Journal of Civil Engineering》 2013年第3期8-12,共5页
Evaluating the impacts of soil structure on mechanical behavior for natural sedimentary clays is an important issue in geotechnical engineering. Burland introduced void index for normalizing the compression curves of ... Evaluating the impacts of soil structure on mechanical behavior for natural sedimentary clays is an important issue in geotechnical engineering. Burland introduced void index for normalizing the compression curves of various remolded and reconstituted clays to obtain the intrinsic compression line, which provides a reference framework to assess the in-situ compression behavior. However, it does not quantitatively account for the effects of initial water content on compressive behavior of remolded and reconstituted clays and the initial water contents of clays are not always limited to 1.0 - 1.5 times the liquid limits defined by Burland. A modification based on collected tests data was presented on the expressions of ?and ?defined by Burland. Extensive oedometer test data were also collected on various remolded and reconstituted soils with distinct liquid limits and initial water contents to verify the validity of modified expressions. A normalized compression line deduced by intrinsic compression line is proposed in the e-log p plot, which can be used to evaluate the effects of soil structure quantitatively on the intact compressive behavior for natural sedimentary clays. 展开更多
关键词 Initial Water Content Compression Behavior remolded and RECONSTITUTED Clays Oedometer Test
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Single chiral center epimerization-modulated multi-carrier-free oral hydrogel for remolding inflammatory microenvironment via PI3K/Akt/NF-κB and MAPK signaling pathways
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作者 Wenmin Pi Gen Li +7 位作者 Hailing Qiu Yihang Zhao Yaozhi Zhang Xinru Tan Jihui Lu Zhijia Wang Xuemei Huang Penglong Wang 《Bioactive Materials》 2026年第1期623-639,共17页
The self-assembly of biomolecules with chiral centers in nature has garnered significant attention due to its biomedical potential.However,how single chiral center epimerization influences molecular co-assembly remain... The self-assembly of biomolecules with chiral centers in nature has garnered significant attention due to its biomedical potential.However,how single chiral center epimerization influences molecular co-assembly remains unclear.This study explored natural epimers 18α-glycyrrhizic acid(α-GA)and 18β-glycyrrhizic acid(β-GA),and their co-assembly behaviors with active ingredients pseudoephedrine(PSE),amygdalin(AMY),and magnesium ion(Mg^(2+))of ma-xing-shi-gan-tang(MXSGT).Interestingly,due to hydrogen bonds and coordination bonds,β-GA co-assembled with PSE,AMY,and Mg^(2+)to form nanoparticles in a symmetric staggered manner(β-Quad),appearing as a hydrogel;whileα-GA co-assembled with PSE,AMY,and Mg^(2+)to form irregular blocks in a parallel manner(α-Quad),appearing as a precipitation.The distinct assembly mechanism led to variations in microscopic morphology,further resulting inβ-Quad’s superior cellular uptake efficiency and anti-inflammatory activity compared withα-Quad.Crucially,β-Quad’s pH sensitivity and excellent material properties protected active ingredients from gastric acid degradation and enabled controlled release in intestinal,enhancing oral bioavailability.Additionally,β-Quad remolded inflammatory microenvironment via PI3K/Akt/NF-κB and MAPK signaling pathways.This work explored the“Butterfly Effect”induced by single chiral center epimerization during the co-assembly process for the first time,providing a natural and effective solution for oral drug delivery systems. 展开更多
关键词 Single chiral center epimers Multi-carrier-free oral hydrogel remold inflammatory microenvironment
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Deformation properties of remolded loess compacted via vertical vibration compaction method
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作者 Yingjun Jiang Kejia Yuan +3 位作者 Jiangtao Fan Chenfan Bai Wei Zhang Jinshun Xue 《Journal of Traffic and Transportation Engineering(English Edition)》 2025年第1期123-138,共16页
To investigate the deformation properties of remolded loess subgrade under long-term cyclic dynamic loading,remolded loess specimens compacted via vertical vibration compaction method were produced and some factors in... To investigate the deformation properties of remolded loess subgrade under long-term cyclic dynamic loading,remolded loess specimens compacted via vertical vibration compaction method were produced and some factors influencing elastic strain and cumulative plastic strain,which include the number of vibration cycles,depth,and water content,have been investigated.A prediction model for cumulative plastic deformation was established.In addition,the collapsible deformation properties of remolded loess were investigated.Results indicate that the elastic strain and plastic strain are decreased with increasing vibration cycles and depth and finally tend to be stable when the number of vibration cycles is more than 2000 and the depth exceeds 2.5 m.The elastic strain and cumulative plastic strain of compacted loess are increased by 7.2%and 13.0%,respectively,when the water content increases by 1.0%.The cumulative plastic deformation of remolded loess follows a logarithmic distribution.The elastic deformation and cumulative plastic deformation of loess subgrade are far less than the demands for elastic deformation and post-construction settlement of subgrade.As the compaction coefficient and water content are increased by 1.0%,the collapsibility coefficient of compacted loess is decreased by an average of 13.7%and 14.5%.Such investigations can prevent subgrade diseases and ensure the safety of subgrade filled with loess soils. 展开更多
关键词 Subgrade engineering remolded loess Vertical vibration compaction method Dynamic deformation Collapsibility properties
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水分含量对泥岩针贯入强度与抗压强度的影响研究
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作者 梁庆国 温晋博 +3 位作者 张晋东 李景 姚辉 宰庚天 《兰州交通大学学报》 2026年第2期21-29,42,共10页
通过针贯入试验对比分析原状泥岩与重塑泥岩的针入度强度、抗压强度及二者相关性,研究不同含水率状态下泥岩力学性能的变化规律,并采用对试样滴水处理的方式探讨水分渗入对针入度强度及变形特性的影响。结果表明,原岩在试验中表现出较... 通过针贯入试验对比分析原状泥岩与重塑泥岩的针入度强度、抗压强度及二者相关性,研究不同含水率状态下泥岩力学性能的变化规律,并采用对试样滴水处理的方式探讨水分渗入对针入度强度及变形特性的影响。结果表明,原岩在试验中表现出较大的数据离散性,特别是在低针贯入度范围内,试验结果波动较大,而重塑泥岩则显示出测试结果重复性较好。水分含量对泥岩抗压强度有显著影响,烘干状态下的泥岩抗压强度及针入度性能较3%、5%、7%含水率状态下显著提高,这与其它类型试验所得规律是一致的。水处理会引起贯入力–贯入深度曲线转折并下降,导致强度与针入度性能显著衰减,承载状态下给泥岩滴水使得其抗压强度与针入度性能显著衰减,烘干状态下抗压强度下降幅度达到58.7%。为丰富水分对泥岩力学性能影响的研究提供了新的试验方法和认识,并验证了针贯入试验在软岩力学性能快速、准确评估中的应用可行性。 展开更多
关键词 针贯入试验 原状泥岩 重塑泥岩 水分含量 滴水处理 针入度性能
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ON NONVERBAL COMMUNICATION AND BEHAVIORS REMOLDING OF FLT 被引量:1
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作者 田华 《Chinese Journal of Applied Linguistics》 2006年第6期118-121,128,共5页
The behaviors remolding of foreign language teachers (FLT) are effective and influential in eliciting the learners' interest and motivation as well as enhancing the learning proficiency. Nonverbal communication (N... The behaviors remolding of foreign language teachers (FLT) are effective and influential in eliciting the learners' interest and motivation as well as enhancing the learning proficiency. Nonverbal communication (NVC) is an essential component of human verbal communication. Sometimes it is even more powerful and expressive than verbal interactions, for they can convey such subtle feelings and fine emotions that verbal entries feel impotent of. This paper intends to make a survey on the notion of nonverbal communication and further explore the function and the significance of body language on remolding teachers' behaviors in foreign language teaching. 展开更多
关键词 nonverbal communication remolding teachers' behaviors
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水入渗作用下重塑黄土结构演变及灾变特征
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作者 朱熠 孔嘉旭 +1 位作者 吴靓 庄建琦 《兰州大学学报(自然科学版)》 北大核心 2026年第1期52-60,共9页
为探究重塑黄土在水入渗下的结构和灾变特征,通过室内试验分析重塑黄土入渗前后的结构变化特征和入渗过程中的灾变效应.结果表明,入渗后的黄土颗粒等效直径的峰值频率点在10~30μm,渗透后的重塑黄土颗粒球度值明显变小,由入渗之前的集中... 为探究重塑黄土在水入渗下的结构和灾变特征,通过室内试验分析重塑黄土入渗前后的结构变化特征和入渗过程中的灾变效应.结果表明,入渗后的黄土颗粒等效直径的峰值频率点在10~30μm,渗透后的重塑黄土颗粒球度值明显变小,由入渗之前的集中在>0.8的区间扩展到0.6~1.0.饱和后和渗透过程中,重塑黄土的总孔隙度和孔隙连通性增加较为明显,入渗后黄土的三维总孔隙率增加27.51%,水分入渗仅造成大孔隙明显扩张.大孔隙快速发育导致孔隙面积比增至17.9%,表明大孔隙是孔隙结构发育和土体结构劣化的主要原因.渗透试验后重塑黄土比表面积<0.15的孔隙增至71.23%,表明试样由紧密压实状态向疏松软化状态发展.入渗后的重塑黄土孔喉比和配位数降低,表明水分在试样中形成了一定规模的流动性较好的大规模通道,土体中复杂孔隙结构规模减小,增加了黄土的优势渗流通道.水进入黄土导致的细颗粒迁移和结构破坏是其产生湿陷的原因,水入渗后会导致重塑黄土强度降低. 展开更多
关键词 重塑黄土 微结构 水入渗 灾变 结构演变
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The renascence of industrial historic buildings——Taking the protective remolding and reusing of Chenguang Mechanical Factory in Nanjing as an example 被引量:1
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作者 WANG YanHui 《Science China(Technological Sciences)》 SCIE EI CAS 2009年第9期2502-2509,共8页
The protective remolding and reusing of industrial historic buildings and sites is regarded as a great scientific matter in today's urban development.Based on discussing its significance and value,this paper,takin... The protective remolding and reusing of industrial historic buildings and sites is regarded as a great scientific matter in today's urban development.Based on discussing its significance and value,this paper,taking a specific example,makes a systematic discussion on the design strategy and method from the aspects of overall planning,remolding the old buildings,designing the new buildings,etc. 展开更多
关键词 industrial historic buildings and sites protective remolding and reusing renascence STRATEGY
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China and the Remolding of International Human Rights Norms 被引量:1
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作者 Yuan Zhengqing Li Zhiyong Zhufu Xiaofei 《Social Sciences in China》 2017年第3期25-46,共22页
The life cycle of international norms is not actually a process of emergence, diffusion and internalization. As is shown by the logic of argumentation and the relational logic of process- oriented constructivism, the ... The life cycle of international norms is not actually a process of emergence, diffusion and internalization. As is shown by the logic of argumentation and the relational logic of process- oriented constructivism, the development of intemational norms may take another approach, one of origination, diffusion and remolding. Through dialogues on norms, discourse critique, self-remolding and other means, China has enriched the practice of remolding international human rights norms with a human rights theory centered on the right to survive and develop, thereby providing a new approach and new angle of vision that allows non-Western countries to break away from the monist approach of norm development. 展开更多
关键词 norm remolding human rights logic of argumentation logic of relationships
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循环荷载下湖相重塑软土的动力特性试验研究
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作者 闾铭 付贵海 +1 位作者 欧阳谦 杨远宁 《湖南城市学院学报(自然科学版)》 2026年第2期7-13,共7页
为揭示循环荷载作用下湖相软土的变形与孔隙水压力变化规律,采用动三轴试验研究了频率、动应力幅值及围压对湖相重塑软土动力特性的影响。研究结果表明:1)重塑软土的轴向累积应变随频率增大而减小,随动应力幅值增加呈非线性显著增长特征... 为揭示循环荷载作用下湖相软土的变形与孔隙水压力变化规律,采用动三轴试验研究了频率、动应力幅值及围压对湖相重塑软土动力特性的影响。研究结果表明:1)重塑软土的轴向累积应变随频率增大而减小,随动应力幅值增加呈非线性显著增长特征,且围压对其具有明显的抑制作用;2)重塑软土的动孔隙水压力随频率降低而增大,且动应力幅值越大,其发展速率与稳定值越高,但围压的影响未呈现统一规律;3)重塑软土的应力-应变滞回曲线随频率升高而间距减小,随动应力幅值增大由密集趋于稀疏,随围压升高曲线形态变陡、面积减小。 展开更多
关键词 循环荷载 动三轴试验 湖相重塑软土 动力特性
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新文科导向下教育学本科专业改造探究
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作者 杨清溪 张慧颖 《教育学报》 北大核心 2026年第1期54-64,共11页
教育强国建设需要大量教育类人才,旺盛的教育类人才需求决定了教育学本科专业不能简单地撤销,而应进行改造。教育学本科专业的改造要摆脱其师范专业、应用型专业的身份和属性限制,在新文科导向下,面向中国教育实践需求而改造,成为一个... 教育强国建设需要大量教育类人才,旺盛的教育类人才需求决定了教育学本科专业不能简单地撤销,而应进行改造。教育学本科专业的改造要摆脱其师范专业、应用型专业的身份和属性限制,在新文科导向下,面向中国教育实践需求而改造,成为一个能够满足社会发展需要的本科专业;面向教育学基础素养而改造,成为一个能够为学科发展提供基础支撑的本科专业;面向教育的复杂性而改造,成为一个更具包容性、时代性的本科专业;面向中华优秀传统文化传承而改造,成为一个体现中国学术底蕴和中国智慧的本科专业。具体改造实践上应理顺专业管理体系,更新专业知识,变革人才培养模式,将教育学本科专业改造成教育学科的基础本科专业。 展开更多
关键词 教育学本科专业 专业改造与建设 新文科导向 教育学人才培养
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饱和重塑黏性土流变固结特性影响因素试验研究
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作者 岑勋云 《大众科学》 2026年第3期166-168,共3页
采用改进的渗透-固结联合试验系统,针对饱和重塑黏性土进行了流变固结特性试验研究,分析孔隙比、超固结比(Over Consolidation Ratio,OCR)及排水条件等因素对其流变固结特性的影响。结果表明,饱和重塑黏性土具有显著的流变固结特性,次... 采用改进的渗透-固结联合试验系统,针对饱和重塑黏性土进行了流变固结特性试验研究,分析孔隙比、超固结比(Over Consolidation Ratio,OCR)及排水条件等因素对其流变固结特性的影响。结果表明,饱和重塑黏性土具有显著的流变固结特性,次固结系数C_(a)随孔隙比减小而减小;在超固结状态下,C_(a)与OCR呈指数关系,且随OCR增大而降低;试样主固结与次固结过程相互耦合。 展开更多
关键词 饱和重塑黏性土 流变固结 次固结系数 孔隙比 超固结比
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海上软土加固后的动三轴试验及规律研究
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作者 童厚立 《粘接》 2026年第3期740-743,共4页
为实现加固后海上软土的物理力学变化规律分析,提出以某沿海城市加固后的海上软土作为试验样本,对加固后的海上软土进行动三轴试验。首先,对原状土、泥浆沉降法重塑土和湿夯击法重塑土试样进行取样制备;然后根据构件的物理力学参数表分... 为实现加固后海上软土的物理力学变化规律分析,提出以某沿海城市加固后的海上软土作为试验样本,对加固后的海上软土进行动三轴试验。首先,对原状土、泥浆沉降法重塑土和湿夯击法重塑土试样进行取样制备;然后根据构件的物理力学参数表分别对原状土、重塑土进行动三轴试验分析。试验分析可知,在不同的周次下,3种软土试样的动应变幅值和累积塑性应变存在显著差异。根据其动应变规律可为海洋工程的设计与施工提供科学依据。 展开更多
关键词 海上软土加固 动三轴试验 原状土 重塑土 取样制备
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Remolding Plan of the North Outer Ring Road in Harbin
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作者 Huang Kefei Harbin Institute of Urban Planning and Design 《China City Planning Review》 1991年第3期69-72,68,共5页
Being the largest comprehensive urban development project in the city of Harbin, theremolding of the north outer ring road not only improved the city’s road condition, but al-so brought along the initiatives to redev... Being the largest comprehensive urban development project in the city of Harbin, theremolding of the north outer ring road not only improved the city’s road condition, but al-so brought along the initiatives to redevelop the large number of dilapidated sheds alongthe road, transform industrial technoloqy and advance environment quality. 展开更多
关键词 HIGH remolding Plan of the North Outer Ring Road in Harbin
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横观各向同性非饱和重塑黄土力学特性研究
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作者 郭楠 贾世宁 +1 位作者 杨校辉 陈正汉 《地下空间与工程学报》 北大核心 2025年第6期1935-1945,共11页
为了进一步研究横观各向同性非饱和重塑黄土在复杂应力路径下的变形及强度特性,采用不同试验仪器(非饱和真三轴仪及非饱和三轴仪)对横观各向同性非饱和土体进行了3组共计39个固结剪切试验。结果表明:在真三轴剪切试验中,试样的应力-应... 为了进一步研究横观各向同性非饱和重塑黄土在复杂应力路径下的变形及强度特性,采用不同试验仪器(非饱和真三轴仪及非饱和三轴仪)对横观各向同性非饱和土体进行了3组共计39个固结剪切试验。结果表明:在真三轴剪切试验中,试样的应力-应变关系曲线呈现出应变硬化特征,并具有双曲线形态,应力也随吸力的增加而提高;随着剪切过程的持续,真三轴试样的含水率不断减小,相同b值、净围压条件下,吸力越大,含水率-轴向应变关系曲线斜率也越大;真三轴试样、K_(0)CD试验试样及K_(0)′CD试验试样在剪切试验中始终呈现剪缩状态;3种不同初始条件下试验试样的破坏应力大小依次为真三轴试验试样最大,K_(0)CD试验试样次之,K_(0)′CD试验试样最小;K_(0)CD试验试样的初始切线模量最大,K_(0)′CD试验试样次之,真三轴试验试样最小。研究成果对于推动横观各向同性非饱和黄土的力学性质研究、完善相关理论和准则、以及指导工程实践具有指导意义。 展开更多
关键词 横观各向同性 非饱和重塑黄土 真三轴试验 力学特性 中主应力系数
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冻融循环下玻璃粉水泥固化黄土室内试验研究
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作者 吴瑞 满大伟 包海玲 《湖南文理学院学报(自然科学版)》 2025年第2期40-47,共8页
西北部季节性冻土区常年受冻融循环破坏,为提高黄土抗冻性能,开展不同掺量的水泥与玻璃粉对黄土固化,并在不同冻融循环次数下利用体积变化率、应力–应变、无侧限抗压强度及微观试验探究水泥与玻璃粉改良黄土机理。研究结果表明:掺入水... 西北部季节性冻土区常年受冻融循环破坏,为提高黄土抗冻性能,开展不同掺量的水泥与玻璃粉对黄土固化,并在不同冻融循环次数下利用体积变化率、应力–应变、无侧限抗压强度及微观试验探究水泥与玻璃粉改良黄土机理。研究结果表明:掺入水泥与玻璃粉可有效降低黄土体积变化率;冻融循环0次时,不同掺量的水泥与玻璃粉黄土峰值应力所对应的应变分别为3.8%、2.4%、1.8%、1.5%、1.1%、1.3%,其中7%水泥与3%玻璃粉应变最小,说明适量水泥与玻璃粉可以提高黄土刚度;无侧限抗压强度随玻璃粉掺量增加呈先增加后下降趋势;随冻融循环次数增多,黄土内部孔隙增多,且孔径随孔隙的增多而增大,而水泥与玻璃粉的掺入可改善黄土内部结构,减小孔隙率,提高密实度。 展开更多
关键词 冻融循环 玻璃粉 重塑黄土 抗冻性能 微观结构
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考虑基质吸力影响的重塑黄土的临界状态模型 被引量:3
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作者 任占雷 李泽杰 +1 位作者 段梦强 翁效林 《公路交通科技》 北大核心 2025年第3期104-114,共11页
【目标】探寻更贴合重塑黄土的结构变化规律和硬化特性。【方法】根据不同基质吸力条件下的重塑黄土压缩演化规律,运用临界状态土力学原理,以基质吸力、应力及应变为主要变量,构建了一种能够描述重塑黄土应力-应变关系的本构模型。该模... 【目标】探寻更贴合重塑黄土的结构变化规律和硬化特性。【方法】根据不同基质吸力条件下的重塑黄土压缩演化规律,运用临界状态土力学原理,以基质吸力、应力及应变为主要变量,构建了一种能够描述重塑黄土应力-应变关系的本构模型。该模型将不同基质吸力条件下的重塑黄土等向压缩曲线予以对比,采用无相关联流动法则,确定了不同基质吸力条件下重塑黄土的基本参数及其演化方程。模型共有8个参数,均可通过压缩试验和标准三轴剪切试验获得。【结果】重塑黄土的基质吸力越大,达屈服态所需剪切应力越大;初始孔隙比较大时,稳定态体应变较小,且稳定态体应变与弹性压缩段斜率成正比。【结论】经过与现有试验结果比较后,发现本研究模型不仅可以较好地反映基质吸力对重塑黄土结构强度、变形特性及结构演化规律的影响,而且能较为合理地预测重塑黄土的硬化特性。所提出的这种临界状态重塑黄土模型进一步加深了黄土力学特性的理解及研究,也为更精确地计算黄土地基变形提供了一定的理论支持。 展开更多
关键词 道路工程 临界状态理论 模型推演 重塑黄土 基质吸力 硬化特性
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