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1 |
Influence characteristics of isolation piles on deformation of existing shallow foundation buildings under deep excavation
Liu, Xinrong;Liu, Peng;Zhou, Xiaohan;Wang, Linfeng;Zhong, Zuliang;Lou, Xihui;Chen, Tao;Zhang, Jilu;
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Techno-Press
, v.31, no.1, pp.1-14,
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2 |
The difference in the slope supported system when excavating twin tunnels: Model test and numerical simulation
Liu, Xinrong;Suliman, Lojain;Zhou, Xiaohan;Zhang, Jilu;Xu, Bin;Xiong, Fei;Elmageed, Ahmed Abd;
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Techno-Press
, v.31, no.1, pp.15-30,
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3 |
Evaluating effects of various water levels on long-term creep and earthquake performance of masonry arch bridges using finite difference method
Cavuslu, Murat;
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Techno-Press
, v.31, no.1, pp.31-52,
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4 |
Numerical investigation of responses of a piled raft to twin excavations: Role of sand density
Karira, Hemu;Kumar, Aneel;Ali, Tauha Hussain;Mangnejo, Dildar Ali;Yaun, Li;
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Techno-Press
, v.31, no.1, pp.53-69,
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5 |
Investigation of slope reinforcement with drilled shafts in colluvium soils
Lia, An-Jui;Wang, Wei-Chien;Lin, Horn-Da;
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Techno-Press
, v.31, no.1, pp.71-86,
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6 |
Plastic deformation characteristics of disintegrated carbonaceous mudstone under dynamic loading
Qiu, Xiang;Yin, Yixiang;Jiang, Huangbin;Fu, Sini;Li, Jinhong;
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Techno-Press
, v.31, no.1, pp.87-97,
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7 |
The influence of Winkler-Pasternak elastic foundations on the natural frequencies of imperfect functionally graded sandwich beams
Avcar, Mehmet;Hadji, Lazreg;Akan, Recep;
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Techno-Press
, v.31, no.1, pp.99-112,
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8 |
Utilizing the GOA-RF hybrid model, predicting the CPT-based pile set-up parameters
Zhao, Zhilong;Chen, Simin;Zhang, Dengke;Peng, Bin;Li, Xuyang;Zheng, Qian;
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Techno-Press
, v.31, no.1, pp.113-127,
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