Deep coal mining rock support structures using rock bolts face complex geological conditions such as high ground temperatures and groundwater.Rock mass deformation and failure caused by bolt failure frequently occur,m...Deep coal mining rock support structures using rock bolts face complex geological conditions such as high ground temperatures and groundwater.Rock mass deformation and failure caused by bolt failure frequently occur,making it crucial to enhance the anchoring performance of rock bolts.First,the stress state of the anchor rod under axial loading across five stages of any anchored segment is analyzed.The shear stress patterns at the anchoring interface during different stages are elucidated.A refined mechanical model of the anchoring interface incorporating surface rib parameters is established.A failure criterion for the anchoring interface under the influence of ground temperature or groundwater is derived and validated.Second,the influence of anchor rib parameters on anchoring force is abalyzed,and in-situ shear tests are conducted.Results indicate that increasing the rib angle and optimizing rib spacing can enhance anchoring force.To minimize the shear component of axial force at the anchor interface,the rib angle of the anchor bolt should not be less than 70°.When the anchor grout possesses high inherent strength,the spacing between ribs on the anchor bolt surface may be increased(to 24 mm or greater).Finally,methods for enhancing the anchoring performance of bolts in deep complex strata are proposed,providing technical references for the safe and efficient support of tunnel rock masses in similar geological conditions.展开更多
Concrete structure is commonly used in the anchorages of a large cable-suspended pipeline crossing construction.With the increase of span and load,the stress on the concrete anchorages may rise rapidly.In case of trad...Concrete structure is commonly used in the anchorages of a large cable-suspended pipeline crossing construction.With the increase of span and load,the stress on the concrete anchorages may rise rapidly.In case of traditional anchoring structurefixed by anchor rods,concrete cracking will occur,thereby reducing the anchorage life.To solve this problem,the pre-stressed structure was designed to effectively improve the ef-ficiency of anchoring and reduce engineering cost.In the crossing construction of ChinaeMyanmar Gas Pipeline,the pre-stressed technology was used to establish an effective pre-stressed anchoring system,which integrates the pre-stressed structures(e.g.tunnel anchorages in the anchors)and the optimization measures(e.g.positioning mode,anchorage structure,concrete placement,pre-stressed,and medium injection),in line with the crossing structure and load features of this project.The system can delay the occurrence of concrete cracking and enhance the stress durability of the structure and anchoring efficiency.This technology has been successfully applied in the crossing construction of Chi-naeMyanmar Gas Pipeline,with good economic and social benefits,indicating that this technology is a new effective solution to the opti-mization of suspended pipeline anchorage structures,providing technical support for the development of pipeline crossing structure.展开更多
基金The Natural Science Research Project of Anhui Educational Committee(No.2022AH050814)Open Fund of State Key Laboratory of Nuclear Resources and Environment(East China Universityof Technology)(No.2022NRE07)+1 种基金the National Natural Science Foundation of China(No.51964002,52174104)Open Fund of Engineering Research Center of Underground Mine Construction of Ministry of Education(No.JYBGCZX2022105).
文摘Deep coal mining rock support structures using rock bolts face complex geological conditions such as high ground temperatures and groundwater.Rock mass deformation and failure caused by bolt failure frequently occur,making it crucial to enhance the anchoring performance of rock bolts.First,the stress state of the anchor rod under axial loading across five stages of any anchored segment is analyzed.The shear stress patterns at the anchoring interface during different stages are elucidated.A refined mechanical model of the anchoring interface incorporating surface rib parameters is established.A failure criterion for the anchoring interface under the influence of ground temperature or groundwater is derived and validated.Second,the influence of anchor rib parameters on anchoring force is abalyzed,and in-situ shear tests are conducted.Results indicate that increasing the rib angle and optimizing rib spacing can enhance anchoring force.To minimize the shear component of axial force at the anchor interface,the rib angle of the anchor bolt should not be less than 70°.When the anchor grout possesses high inherent strength,the spacing between ribs on the anchor bolt surface may be increased(to 24 mm or greater).Finally,methods for enhancing the anchoring performance of bolts in deep complex strata are proposed,providing technical references for the safe and efficient support of tunnel rock masses in similar geological conditions.
基金2011-2012 S&T project of CNPC Chuanqing Drilling Engineering Co.,“Study on Applicability of crossing construction technology in Chinae-Myanmar pipeline project”。
文摘Concrete structure is commonly used in the anchorages of a large cable-suspended pipeline crossing construction.With the increase of span and load,the stress on the concrete anchorages may rise rapidly.In case of traditional anchoring structurefixed by anchor rods,concrete cracking will occur,thereby reducing the anchorage life.To solve this problem,the pre-stressed structure was designed to effectively improve the ef-ficiency of anchoring and reduce engineering cost.In the crossing construction of ChinaeMyanmar Gas Pipeline,the pre-stressed technology was used to establish an effective pre-stressed anchoring system,which integrates the pre-stressed structures(e.g.tunnel anchorages in the anchors)and the optimization measures(e.g.positioning mode,anchorage structure,concrete placement,pre-stressed,and medium injection),in line with the crossing structure and load features of this project.The system can delay the occurrence of concrete cracking and enhance the stress durability of the structure and anchoring efficiency.This technology has been successfully applied in the crossing construction of Chi-naeMyanmar Gas Pipeline,with good economic and social benefits,indicating that this technology is a new effective solution to the opti-mization of suspended pipeline anchorage structures,providing technical support for the development of pipeline crossing structure.
