In China's construction links, deep foundation pit supporting construction is the most basic and the most important content, the quality of deep foundation pit construction will directly affect the overall quality...In China's construction links, deep foundation pit supporting construction is the most basic and the most important content, the quality of deep foundation pit construction will directly affect the overall quality of the whole construction project, so the need for effective management of deep foundation pit supporting engineering and the application of construction technology. Based on this, this paper focuses on the analysis of the deep foundation pit supporting engineering related construction technology, and hope to achieve the quality of construction engineering guarantee, for reference.展开更多
As a primary slope stabilization technique,anchor support encompasses traditional engineering anchors,green anchors,and ecological restoration methods.This review synthesizes two decades of literature to evaluate thes...As a primary slope stabilization technique,anchor support encompasses traditional engineering anchors,green anchors,and ecological restoration methods.This review synthesizes two decades of literature to evaluate these approaches.Current research disproportionately focuses on engineering anchors,while green anchor systems remain less studied despite their dual advantages:reduced labor/economic costs and environmental benefits.Notably,most green anchor studies originate from low-altitude plains,with minimal attention to high-altitude cold-arid regions such as plateaus.We therefore identify slope reinforcement using green anchors in plateau environments as a critical emerging research frontier.展开更多
Electrocatalysis stands as a cornerstone in the pursuit of clean energy conversion and environmental sustainability,with single-atom catalysts(SACs)emerging as a transformative paradigm for enhancing electrocatalytic ...Electrocatalysis stands as a cornerstone in the pursuit of clean energy conversion and environmental sustainability,with single-atom catalysts(SACs)emerging as a transformative paradigm for enhancing electrocatalytic efficiency.In the architectural design of SACs,supports transcend conventional roles as mere supports,actively governing catalytic performance via robust metal-support interactions(SMSI).This review comprehensively analyses the key role of support engineering in modulating SACs performance.The study begins with a systematic assessment of currently popular SACs synthesis strategies,critically comparing their advantages and limitations.Through a hierarchical analysis,it reveals the impact of various support materials,such as carbon-based materials,metal oxides,MXenes,and metal-organic frameworks(MOFs),on the catalytic performance of SACs,with emphasis on their structural characteristics,electronic properties,and interaction mechanisms with active sites.The review further explores applications in energy conversion/storage and environmental remediation,while addressing current challenges and proposing future research directions for SACs development.By providing actionable insights,this work aims to guide the design of next-generation SACs and advance sustainable electrocatalysis.展开更多
China railways track structure II (CRTS II) slab ballastless track on bridge is one kind of track structures unique to China. Its main bearing component of longitudinal force is the continuous base plate rather than ...China railways track structure II (CRTS II) slab ballastless track on bridge is one kind of track structures unique to China. Its main bearing component of longitudinal force is the continuous base plate rather than rail. And the track-bridge interaction is weakened by the sliding layer installed between base plate and bridge deck. In order to study the dynamic response of CRTS II slab ballastless track on bridge under seismic action, a 3D nonlinear dynamic model for simply-supported bridges and CRTS II track was established, which considered structures such as steel rail, fasteners, track plate, mortar layer, base plate, sliding layer, bridge, consolidation, anchors, stoppers, etc. Then its force and deformation features under different intensities of seismic excitation were studied. As revealed, the seismic response of the system increases with the increase of seismic intensity. The peak stresses of rail, track plate and base plate all occur at the abutment or anchors. Both track plate and base plate are about to crack. Besides, the rapid relative displacement between base plate and bridge deck due to the small friction coefficient of sliding layer is beneficial to improve the seismic performance of the system. During the earthquake, a large vertical displacement appears in base plate which leads to frequent collisions between stoppers and base plate, as a result, stoppers may be damaged.展开更多
文摘In China's construction links, deep foundation pit supporting construction is the most basic and the most important content, the quality of deep foundation pit construction will directly affect the overall quality of the whole construction project, so the need for effective management of deep foundation pit supporting engineering and the application of construction technology. Based on this, this paper focuses on the analysis of the deep foundation pit supporting engineering related construction technology, and hope to achieve the quality of construction engineering guarantee, for reference.
基金supported by a grant from the National Natural Science Foundation of China(42461020)the Gansu Province joint research Fund project(24JRRA799 and 24JRRA857)。
文摘As a primary slope stabilization technique,anchor support encompasses traditional engineering anchors,green anchors,and ecological restoration methods.This review synthesizes two decades of literature to evaluate these approaches.Current research disproportionately focuses on engineering anchors,while green anchor systems remain less studied despite their dual advantages:reduced labor/economic costs and environmental benefits.Notably,most green anchor studies originate from low-altitude plains,with minimal attention to high-altitude cold-arid regions such as plateaus.We therefore identify slope reinforcement using green anchors in plateau environments as a critical emerging research frontier.
基金financially supported by the Guangxi Natural Science Fund for Distinguished Young Scholars(No.2024GXNSFFA010008)the Special Fund for Science and Technology Development of Guangxi(No.AD25069078)the National Natural Science Foundation of China(No.22469002)。
文摘Electrocatalysis stands as a cornerstone in the pursuit of clean energy conversion and environmental sustainability,with single-atom catalysts(SACs)emerging as a transformative paradigm for enhancing electrocatalytic efficiency.In the architectural design of SACs,supports transcend conventional roles as mere supports,actively governing catalytic performance via robust metal-support interactions(SMSI).This review comprehensively analyses the key role of support engineering in modulating SACs performance.The study begins with a systematic assessment of currently popular SACs synthesis strategies,critically comparing their advantages and limitations.Through a hierarchical analysis,it reveals the impact of various support materials,such as carbon-based materials,metal oxides,MXenes,and metal-organic frameworks(MOFs),on the catalytic performance of SACs,with emphasis on their structural characteristics,electronic properties,and interaction mechanisms with active sites.The review further explores applications in energy conversion/storage and environmental remediation,while addressing current challenges and proposing future research directions for SACs development.By providing actionable insights,this work aims to guide the design of next-generation SACs and advance sustainable electrocatalysis.
基金supported by the National Natural Science Foundation of China (Grant No. 51608542)Project of Science and Technology Research and Development Program of China Railway Corporation (Grant No.2015G001-G)
文摘China railways track structure II (CRTS II) slab ballastless track on bridge is one kind of track structures unique to China. Its main bearing component of longitudinal force is the continuous base plate rather than rail. And the track-bridge interaction is weakened by the sliding layer installed between base plate and bridge deck. In order to study the dynamic response of CRTS II slab ballastless track on bridge under seismic action, a 3D nonlinear dynamic model for simply-supported bridges and CRTS II track was established, which considered structures such as steel rail, fasteners, track plate, mortar layer, base plate, sliding layer, bridge, consolidation, anchors, stoppers, etc. Then its force and deformation features under different intensities of seismic excitation were studied. As revealed, the seismic response of the system increases with the increase of seismic intensity. The peak stresses of rail, track plate and base plate all occur at the abutment or anchors. Both track plate and base plate are about to crack. Besides, the rapid relative displacement between base plate and bridge deck due to the small friction coefficient of sliding layer is beneficial to improve the seismic performance of the system. During the earthquake, a large vertical displacement appears in base plate which leads to frequent collisions between stoppers and base plate, as a result, stoppers may be damaged.
