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Centrifuge model test and field measurement analysis for foundation pit with confined water
Chunlin DING , Xiaohong MENG ,
《结构与土木工程前沿(英文)》 2009年 第3卷 第3期 页码 299-304 doi: 10.1007/s11709-009-0035-0
关键词: foundation pit with confined water centrifuge model test seepage-stress coupling field similarity relation field measurement deformation
Shuangxi FENG, Huayang LEI, Yongfeng WAN, Haiyan JIN, Jun HAN
《结构与土木工程前沿(英文)》 2021年 第15卷 第2期 页码 461-477 doi: 10.1007/s11709-021-0705-0
关键词: deep foundation pit excavation adjacent bridge foundation influencing factors analytic hierarchy process finite element
Jian-ye Zheng
《工程管理前沿(英文)》 2015年 第2卷 第1期 页码 82-85 doi: 10.15302/J-FEM-2015012
关键词: peer review foundation pit excavation retaining and protection structure design introduction
Jian GONG
《工程管理前沿(英文)》 2017年 第4卷 第1期 页码 106-109 doi: 10.15302/J-FEM-2017001
关键词: super-high-rise building green building integral steel platform formwork system large volume concrete concrete pumped for super-high building deep and large foundation pit combined anterograde and retrograde methods digitalized construction technology
朱亦弘,徐日庆,龚晓南
《中国工程科学》 2017年 第19卷 第6期 页码 111-115 doi: 10.15302/J-SSCAE-2017.06.016
随着城市地下空间开发规模不断增大,城市地下空间开发的主要矛盾从基坑自身稳定问题逐渐转向基坑周边环境变形控制问题。周边环境复杂情况下的地下空间开发极易引起地表不均匀沉降,建筑物开裂,造成巨大的经济损失。因此需要系统性地研究城市各类明挖基坑开发形式所带来的环境影响及环境效应控制技术。本文介绍和回顾了统计经验法、数值模拟法、模型试验法在明挖基坑引起的环境效应研究中取得的研究成果,总结了各类研究方法及成果的优势和不足。介绍了现有环境控制技术及应用案例,总结了地下空间开发环境效应研究成果,并对今后研究方向提出了建议。
Shanghai center project excavation induced ground surface movements and deformations
Guolin XU, Jiwen ZHANG, Huang LIU, Changqin REN
《结构与土木工程前沿(英文)》 2018年 第12卷 第1期 页码 26-43 doi: 10.1007/s11709-017-0439-1
关键词: deep excavation foundation pit soft clay top-down method field observation ground surface movements ground deformations
The influence of slope collapse on water exchange between a pit lake and a heterogeneous aquifer
Bo Zhang, Xilai Zheng, Tianyuan Zheng, Jia Xin, Shuai Sui, Di Zhang
《环境科学与工程前沿(英文)》 2019年 第13卷 第2期 doi: 10.1007/s11783-019-1104-9
Slope collapse will reduce the water exchange. Slope collapse will affect the spatial distribution of the water exchange. Precipitation have the most impact on the dynamics of the water exchange.
关键词: Pit lake Slope collapse Groundwater–surface water interactions Numerical simulation
Torsional vibrations of a cylindrical foundation embedded in a saturated poroelastic half-space
Dazhi WU,Lu YU
《结构与土木工程前沿(英文)》 2015年 第9卷 第2期 页码 194-202 doi: 10.1007/s11709-015-0292-z
关键词: embedded foundation saturated soil rigid foundation elastic foundation torsional vibration
Numerical modeling of current-induced scour around multi-wall foundation using large-eddy simulation
《结构与土木工程前沿(英文)》 2023年 第17卷 第4期 页码 546-565 doi: 10.1007/s11709-023-0943-4
关键词: multi-wall foundation current-induced scour bridge foundation large-eddy simulation numerical analysis
Zunaira Asif, Zhi Chen
《环境科学与工程前沿(英文)》 2019年 第13卷 第5期 doi: 10.1007/s11783-019-1156-x
关键词: Air pollution Decision analysis Linear programming Mining Optimization Fuzzy Monte Carlo
Evaluation of seismic reliability of gravity dam-reservoir-inhomogeneous foundation coupled system
Hamid Taghavi GANJI, Mohammad ALEMBAGHERI, Mohammad Houshmand KHANEGHAHI
《结构与土木工程前沿(英文)》 2019年 第13卷 第3期 页码 701-715 doi: 10.1007/s11709-018-0507-1
关键词: gravity dams dam-reservoir-foundation interaction seismic reliability inhomogeneous foundation earthquake deconvolution
Comparative study on foundation treatment methods of immersed tunnels in China
Shaochun WANG, Xuehui ZHANG, Yun BAI
《结构与土木工程前沿(英文)》 2020年 第14卷 第1期 页码 82-93 doi: 10.1007/s11709-019-0575-x
关键词: foundation treatment method immersed tunnel subsoil stress settlement
An efficient method for the dynamic interaction of open structure-foundation systems
LIU Jingbo, GU Yin, LI Bin, WANG Yan
《结构与土木工程前沿(英文)》 2007年 第1卷 第3期 页码 340-345 doi: 10.1007/s11709-007-0045-8
关键词: structure-foundation interaction superposition interaction problem freedom efficient
林大能,陈寿如,刘优平
《中国工程科学》 2006年 第8卷 第6期 页码 73-77
为解决某露天采场高陡边坡受生产爆破震动的影响,根据该采场的岩石性质和爆破规模,对采场进行了爆破振动测试,得出了该区域爆破地震波的传播特性,揭示了该矿区的爆破振动速度与药量和测点位置的关系,爆破振动速度随相对高程的增大而存在放大效应,放大系数的变化率随高程的增加而减小;通过控制段起爆最大药量,采用时差干扰降震技术较好地解决了生产规模与震动安全控制问题;现场试验表明,该矿的最佳段差时间为15ms,平均降震率达到23.6%。
标题 作者 时间 类型 操作
Centrifuge model test and field measurement analysis for foundation pit with confined water
Chunlin DING , Xiaohong MENG ,
期刊论文
Influencing factors and control measures of excavation on adjacent bridge foundation based on analytic
Shuangxi FENG, Huayang LEI, Yongfeng WAN, Haiyan JIN, Jun HAN
期刊论文
Consistency Guarantees for Professional Appraisal of Geotechnical Engineering Design under Market Leading and Deciding
Jian-ye Zheng
期刊论文
Shanghai center project excavation induced ground surface movements and deformations
Guolin XU, Jiwen ZHANG, Huang LIU, Changqin REN
期刊论文
The influence of slope collapse on water exchange between a pit lake and a heterogeneous aquifer
Bo Zhang, Xilai Zheng, Tianyuan Zheng, Jia Xin, Shuai Sui, Di Zhang
期刊论文
Torsional vibrations of a cylindrical foundation embedded in a saturated poroelastic half-space
Dazhi WU,Lu YU
期刊论文
Numerical modeling of current-induced scour around multi-wall foundation using large-eddy simulation
期刊论文
integrated optimization and simulation approach for air pollution control under uncertainty in open-pit
Zunaira Asif, Zhi Chen
期刊论文
Evaluation of seismic reliability of gravity dam-reservoir-inhomogeneous foundation coupled system
Hamid Taghavi GANJI, Mohammad ALEMBAGHERI, Mohammad Houshmand KHANEGHAHI
期刊论文
Comparative study on foundation treatment methods of immersed tunnels in China
Shaochun WANG, Xuehui ZHANG, Yun BAI
期刊论文
An efficient method for the dynamic interaction of open structure-foundation systems
LIU Jingbo, GU Yin, LI Bin, WANG Yan
期刊论文