[1] |
HAN Zhong-qi, AO Xuan-nian, PAN Peng, GU Wen-lan, WANG Bao-shun, LI Ke-xian.
Seismic and Isolation Analysis of an Elevated Large-span Beam-supported Aqueduct
[J]. Journal of Yangtze River Scientific Research Institute, 2024, 41(3): 186-193.
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[2] |
LI Lin, LI Bin, LIU Dong, HAN Xiao.
Influence of the Excavation of Large Irregular Deep Foundation Pit on Adjacent Buildings in Soft Soil Area
[J]. Journal of Yangtze River Scientific Research Institute, 2023, 40(1): 140-145.
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[3] |
LI Hou-min, WU Ke-yang, KE Jun-hong, WANG Yang.
Numerical Analysis of Micro-cracks in Rubber Concrete under Low Strain Conditions
[J]. Journal of Yangtze River Scientific Research Institute, 2022, 39(4): 149-155.
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[4] |
ZHANG Jun-wen, ZHANG Zhi-xin, NI Yuan-zhen.
Causes and Treatments of Upper Diagonal Cracks at the Downstream Side of Main Dam Pier of Lushui Hydropower Complex
[J]. Journal of Yangtze River Scientific Research Institute, 2020, 37(12): 165-168.
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[5] |
QIU Ming-ming, YANG Guo-lin, SHEN Quan, DUAN Jun-yi, ZHANG Pei-ran.
Deformation Characteristics of Foundation Pit Excavation under the Combined Action of Diaphragm Wall and Impervious Curtain in Water-rich Sandy Stratum
[J]. Journal of Yangtze River Scientific Research Institute, 2020, 37(11): 81-88.
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[6] |
CHEN Jian-xu, GUO Ning, YU Jia-ying, YU Ming-dong.
Method of Calculating Non-limit Passive Earth Pressure of Rigid Retaining Wall
[J]. Journal of Yangtze River Scientific Research Institute, 2020, 37(11): 107-113.
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[7] |
HU Zhi-feng, CHEN Jian, QIU Yue-feng, LI Jian-bin.
A Simplified Method for Predicting Ground Surface Settlement Induced by Deep Excavation of Clay Stratum
[J]. JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTI, 2019, 36(6): 60-67.
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[8] |
FENG Zhong-ju, LI Shao-jie, HAO Yu-meng, DONG Yun-xiu, FANG Yuan-wei, HU Hai-bo, PAN Fang, LI Jun.
Bearing Capacity of Foundation Affected by Buried Depth of Culvert
[J]. JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTI, 2019, 36(11): 83-90.
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[9] |
LI Song, MA Yun, ZHANG De-le, LI Shou-zhi, LIU You-xiang, ZHANG Xiao-yu.
Stability Against Overturning of Supporting Structure with Double-row Piles: Improved Calculation and Analysis
[J]. JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTI, 2018, 35(6): 92-97,106.
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[10] |
LI Song, MA Yun, GUO Yun, ZHANG De-le, LI Shou-zhi, LIU You-xiang, ZHANG Xiao-yu.
Application of Multi-level Retaining Structure Composed of Double-row Pile and Single-row Pile in Deep and Large Foundation Pit
[J]. JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTI, 2018, 35(5): 103-109.
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[11] |
GAO Dai-heng, ZHENG Hong.
Transverse Vibrations of Variable Cross-sectional Timoshenko Beam on Dual-parameter Elastic Foundation
[J]. JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTI, 2018, 35(3): 171-175.
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[12] |
WANG Xue-ni, HAN Guo-feng.
Application of Coupling Prediction Model and Cusp Catastrophe Theoryto Deformation Prediction of Deep Foundation Pit of Subway Station
[J]. JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTI, 2018, 35(10): 77-81.
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[13] |
SU Li-gang, WANG Zheng-zhong, WANG Yue, ZHANG Xue-cai, XU Chao.
Application of Topology Optimization Theory toThree-dimensional Design of Deep Orifice Radial Gate
[J]. JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTI, 2018, 35(10): 143-147.
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[14] |
REN Rui-hong.
Finite Element Analysis of Bearing Deformation Behavior of Batter Piles under Vertical Load
[J]. JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTI, 2017, 34(5): 99-102.
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[15] |
XIE Wo, LU Kun-lin, ZHU Da-yong.
Partition Excavation of a Subway Deep Foundation Pit:Monitoring and Numerical Simulation
[J]. JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTI, 2017, 34(12): 106-110.
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