Results 21 to 30 of about 288,253 (317)
Yantu gongcheng xuebao, 2018 The foundation of large storage tanks has requirements of large bearing capacity and limited differential settlement. Because the natural foundation generally cannot meet the requirements of bearing capacity and deformation, it needs to be treated. It is
LI Ji-cai 1, 2, LI Neng-hui 1, CONG Jian 1, CAO Yong-lang 1, CAO Jun 1, 2
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Yantu gongcheng xuebao, 2020 A set of freezing test system for composite foundation with geosynthetic-encased stone columns (GESCs) is developed. The centrifugal model tests are conducted on an embankment on composite foundation with GESCs under freeze-thaw condition, and the ...
CHEN Jian-feng 1, GU Zi-ang 1, WANG Xin-tao 1, NIU Fu-jun 2, YE Guan-bao 1, FENG Shou-zhong 3
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Settlements of composite foundation for expressway expansion based on CPTU tests
Yantu gongcheng xuebao, 2023 The composite foundation is a common method for treatment of soft soil subgrade. The accurate calculation of settlements of composite foundation is of great significance for differential settlement control of new and old roads.
WANG Caijin 1, YANG Yang 2, WU Meng 1, CAI Guojun 1, 3, HE Huan 1, LIU Songyu 1, Chang Jianxin 1, WANG Meng 1
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Yantu gongcheng xuebao, 2022 The design of cap in rigid columns, which has been widely used in engineering practice, can avoid the stress concentration at the column top and enhance the performance of composite foundation.
XIN Gong-feng 1, 3, ZHOU Hai-zuo 2, 4, ZHANG Wen-liang 1, 3, ZHENG Gang 2, 4, YANG Xin-yu 2, 4, YU Xiao-xuan 2, 4, XU Shi-qian 2, 4
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Yantu gongcheng xuebao, 2023 In order to improve its reinforcement effects, the bearing mechanism of a composite foundation with plain concrete piles reinforced by border piles under large loads and rapid loading is studied.
LI Guowei 1, 2, SU Tong 2, 3, ZHOU Chuner 4, LI Linjie 2, XIONG Li 2
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Flexural behavior of steel-concrete composite beams with U-shaped steel girders [PDF]
, 2018 [EN] This paper focuses on a new type of steel-concrete composite beams consisting of U-shaped steel girders and angle connectors. Compared with conventional composite beams consisting of wide flange girders and headed stud connectors (or short channel ...
Guo, Lanhui, Liu, Yong, Li, Zhiguo
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Centrifugal model tests on reinforcement effects of root pile-net composite foundation in slip zone
Yantu gongcheng xuebao, 2022 For the slipped soft soil foundation in the storage yard of a wharf, the root pile-net composite foundation is used for reinforcement. The geotechnical centrifugal model tests are carried out to study the deformation and pile-soil stress characteristics ...
WANG Nian-xiang 1, 2, ZHOU Chun-er 3, WU Jia-wu 3, JIANG Wen-bo 3, ZHANG De-en 3
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Study on the Impact of Foundation Pit Precipitation on Neighboring CFG Pile Composite Foundation
, 2023 The numerical simulation was used to examine the impacts of pit precipitation and the presence or absence of waterproof curtain on the CFG pile composite foundation near to the under-construction pit, and the following primary results were reached.
Fenting Lu
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Shanghai Jiaotong Daxue xuebao, 2021 To study the influence of consolidation on the bearing capacity of the composite foundation in the process of caisson heightening, the consolidation characteristics of the sand pile composite foundation in the process of caisson heightening are discussed
CHEN Peishuai, PAN Yazhou, LIANG Fayun, LI Dejie
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Foundations of a Compositional Interchange Format for Hybrid Systems [PDF]
, 2007 A compositional interchange format for hybrid systems is defined in terms of an interchange automaton, allowing arbitrary differential algebraic equations, including fully implicit or switched DAEs, discrete, continuous and algebraic variables, that can be internal or external, an urgency condition, and operators for parallel composition, action hiding,
Beek, van, D.A. +3 more
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