Results 21 to 30 of about 29,969 (311)
Dynamic Responses Law of Subgrade of a Special Railway Line in Loess Region
In order to investigate the dynamic response law of subgrade of a special railway line in loess region under moving train loading, the field test data and 2.5D finite element results were adopted to assess the dynamic stress distribution and its ...
WANG Rui, HU Zhiping, YIN Ke, MA Jiakuan, REN Xiang
doaj +1 more source
In recent years, with the rapid development of subway and underground comprehensive pipe corridor, the problem of close connection between underground structure and existing subway section structure is often encountered in engineering construction ...
Xing, WANG, jun, LI Ming
core +2 more sources
The prediction errors that originate from the uncertainty of underground structure is often a major contributor of the errors between the data and the model predictions in fault slip estimation using geodetic or seismic waveform data.
Ryoichiro Agata +2 more
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In-structure shock of underground structures: A revisit with experimental investigation [PDF]
Abstract In-structure shock of underground structures subjected to ground shocks is investigated, both theoretically and experimentally. In the theoretical prediction, the ground shock is simplified to a triangular pulse with a rise time. It is found that the acceleration time history of the structure when the rise time of the ground shock is ...
Zhou, Hongyuan +3 more
openaire +2 more sources
THE RESEARCH OF THE VARIATION LAWS OF SETTLEMENT AND INTERNAL FORCE OF PILE GROUPS OF RAILWAY BRIDGE CAUSED BY PUMPING BRINE [PDF]
Taking Yingzigou Bridge of Dezhou-Dajiawa railway as the engineering background, the three-dimensional fluid-solid coupling models of pile group caps were established on the basis of five-stage field monitoring data of the settlement and groundwater ...
Guodong Li +3 more
doaj +1 more source
Calculation Method of Bearing Capacity of Screw Pile Based on Unified Strength Theory
Based on the unified strength theory and the Terzaghi limit equilibrium theory, the ultimate bearing capacity of screw pile has been deduced. The method to determine the critical pitch and calculate the ultimate bearing capacity of the screw pile in two ...
MA Jiakuan, LUO Lijuan, REN Xiang, SHI Hang, YIN Yimo
doaj +1 more source
Buried pipelines are commonly damaged when laid across strike-slip faults, always leading to some level of destruction with fault movement. The moment of the neutral axis of a pipe section was obtained by integration, and the equations for the bending ...
Zhiping Hu +4 more
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Urban underground structure planning in Latvia
Mūsdienu Eiropas pilsētu ilgtspējīgas plānošanas stratēģijas kā vienu no galvenajiem attīstības virzieniem norāda pilsētvides hidroekoloģiskā klimata uzlabošanu, kā arī sabiedrība aizvien vairāk pievēršas dabai draudzīgākam dzīvesveidam un cenšās mainīt ...
Šakale, Ieva
core
Dynamic Response of Underground Structure under Vertical Earthquake Action
The research of stability of underground structures under earthquake action is one of the hot topics in Geotechnical Engineering researches .Through numerical simulation the article studies the dynamic response rules of the underground structure under ...
Chao Sun, Qing Wang
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Based on an underground structure located at a soft loess site in Xi’an as the engineering background, this paper investigated a seismic response and damage model of subway stations at a soft loess site using a large-scale shaking table test ...
Xuan Chen +7 more
core +1 more source

