Study on stability of thin-walled circular pipe piles embedded shallowly under lateral loads     

JIN Qing  CUI Xin-zhuang  LIU Zheng-yin 《岩土力学》2006,27(Z1):839-843

The interaction between soil and rigid piles loaded laterally is analyzed with finite difference method. There is a little difference between computational and experimental value of bearing capacity of rigid piles. Effects of embedding dimensions of piles and mechanical parameters of soil on lateral bearing capacity of rigid piles are studied. It is found that the lateral bearing capacities of rigid piles have important relation with the elastic modulus of soil, have approximate linear relations with the cohesion of soil and the friction coefficient of pile-soil interface and increase obviously with the internal friction angle of soil. But the effects of dilation angle on the lateral bearing capacities of rigid piles are negligible. The relations of bearing capacities of rough piles with smooth piles and the friction coefficient of pile-soil interface are also obtained.  相似文献   

A 5,600-year-old wooden well in Zhejiang Province,China     

Jiu J. Jiao 《Hydrogeology Journal》2007,15(5):1021-1029

In 1973, traces of China’s early Neolithic Hemudu culture (7,000–5,000 BP) were discovered in the village of Hemudu in Yuyao County, Zhejiang Province, in the lower Yangtze River coastal plain. The site has yielded animal and plant remains in large quantities and large numbers of logs secured with tenon and mortise joints, commonly used in wooden buildings and other wooden structures. For hydrogeologists, the most interesting structure is an ancient wooden well. The well is believed to be about 5,600 years old, which makes it the oldest wooden well yet found in China. The well site contains over 200 wooden components and can be divided into inner and outer parts. The outer part consists of 28 piles around a pond. The inner part, the wooden well itself, lies in the middle of the pond. The walls of the well were lined with close-set timber piles reinforced by a square wooden frame. The 28 piles in the outer part of the site may have been part of a shelter for the well, suggesting that the people of the Hemudu culture were already concerned with water hygiene and protection of their water source.  相似文献   

海上风机稳桩施工平台吊装过程中的多船水动力干扰特性与动力响应分析     

张智博  卢浩  苑桂博  陈明胜 《海洋工程》2022,40(3):40-51

建立双臂起重船从运输船上起吊大型稳桩施工平台的吊装系统模型,其中,起重船与运输船呈T型布置。首先基于势流理论,采用专业水动力分析软件AQWA开展了双船系统的频域水动力分析,分析双船起吊系统的水动力干扰特性和遮蔽效应,并对双船间隙自由液面进行黏性修正从而提高频域多体水动力分析的精度。进一步采用频域—时域方法对起吊耦合系统进行参数分析,探究起吊速度、波浪周期等对吊索张力和起重船运动的影响规律。分析多个工况下运输船的遮蔽效应对起吊系统的影响。结果表明,对间隙流体施加阻尼自由液面边界条件可以一定程度提高计算模型的精度,在某些周期的迎浪条件下运输船对起重船的遮蔽效应可以降低吊装系统的响应;起吊速度对时域动力响应的影响较小;周期为8 s的规则波引起过大的动力响应。  相似文献   

双排护坡桩支护体系应用及模拟分析     

张丹  法立滕  陈全飞 《岩土工程技术》2014,(3):157-159

双排护坡桩支护体系具有较好的侧向刚度及限制变形的能力.以北京市朝阳区某基坑为例,介绍了双排护坡桩支护体系在复杂周围环境条件下的适用性.并通过工程实测及数值模拟,对双排护坡桩支护体系的变形特征等进行了探讨.  相似文献   

A Laboratory model study on the performance of lime pile application for marine soils     

Abiola Ayopo Abiodun  Zalihe Nalbantoglu 《Marine Georesources & Geotechnology》2017,35(3):397-405

In this study, research was conducted to examine the performance of the lime pile application, a deep chemical stabilization method to improve the engineering characteristics of marine soil deposits. By using a laboratory-scale model, the marine soil sample was compacted into soil blocks in circular steel test tanks, with the installation of lime piles in them. An experimental program examined the effect of lime piles on physical and engineering properties of the soil in terms of curing periods and lime pile radial distances. Test results showed that clay fines, linear shrinkage, compressibility, and swelling pressure decreased, while permeability, preconsolidation pressure, and stiffness increased significantly with an increase in curing periods and within a close distance to the lime piles. Also, the electrical resistivity of the treated soils was examined to monitor the changes in their electrical properties. Finally, the correlation between the measured electrical resistivity and swell pressure values of the tested soils at different curing periods suggested that the electrical resistivity values can be used as a monitoring technique for deep chemical treatments of the subsurface soil.  相似文献   

Research on shaft resistance of rock-socketed piles based on the cavity expansion theory     

Haofeng Xing  Feng Xiong  Lujie Wang  Yong Luo 《Marine Georesources & Geotechnology》2017,35(6):873-877

The shaft resistance of rock-socketed piles depends not only on the properties of its surrounding rock, but also on the radial force induced by the load imposed on the top of the pile. This paper deduced a plastic zone of rock around a single pile and obtained the shaft resistance of a rock-socketed pile based on the theories of cavity expansion and shear strength. The research results showed that the magnitude of the radial force in the socketed portion of a rock-socketed pile was related to the pile diameter, Poisson’s ratio, and properties of the surrounding rock. The influence area of rock decreased with increasing pile diameter. The radial force and lateral friction decreased with the increasing relative stiffnesses of the pile and rock. The radial stress on the elastic–plastic interface can be analytically determined based on the rock properties and depth. A field test was used to validate the proposed method, and a good agreement was obtained between the field data and predicted results of the proposed method. The research results in this paper are beneficial to guide actual practice.  相似文献   

考虑土拱效应的黏性填土排桩桩后土压力研究     

尹志强  佘成学  姚海林  卢正  骆行文 《岩土力学》2018,39(Z1):131-139

研究了考虑土拱效应的黏性填土排桩桩后总土压力的计算方法。以黏性填土的单排支护桩为研究对象,将考虑土拱效应的桩后总土压力分为直接土压力和间接土压力。首先,针对已有土压力计算方法的不足,借鉴并改进了挡土墙的主应力旋转理论,认为主应力旋转后大小会发生改变,通过对土拱单元的应力分析和平衡微分方程的求解,推导出了黏性填土排桩桩后直接土压力的解析式,并将计算结果与前人的解析解和试验数据进行对比,表明改进后的方法与实测数据更加吻合。然后,将改进后的方法应用在黏性土间接土压力的分析中,通过将间接土压力看作是由桩间土体滑裂面上的剪应力沿滑裂面的积分,推导出考虑水平土拱效应的桩后间接土压力和总土压力解析式。最后,探究了总土压力随黏聚力和桩土摩擦角的变化规律,结果表明,土拱效应主要影响桩体H/3深度以下部分,使该部分土压力减小,且越靠近桩底,减小速率越大。该研究可为排桩结构的合理设计提供依据。  相似文献   

移动车辆荷载环境微振动的排桩隔振参数分析          下载免费PDF全文

章伟康  史吏  徐彦  许涌 《地震工程学报》2021,43(2):491-500

为满足精密仪器振速控制要求,提出“群桩基础+隔振排桩”与空气弹簧的两级组合隔振措施。主要研究路面移动车辆荷载经过时,第一级隔振中排桩的隔振效果。实测土体小应变动力参数,通过编写车辆-路面耦合单元(VRI)子程序引入路面不平顺,并基于三维有限元法建立了道路-排桩-地基动力模型。将模拟振速经1/3倍频程滤波与实测进行对比,并对隔振排桩进行了参数分析。研究结果表明:两级隔振体系可满足VC-E微振动控制要求;排桩的间距、桩长和排数是影响隔振效果的主要因素,且竖向隔振效果较水平向好。研究成果可为今后环境微振动工程的设计与施工提供有益参考。  相似文献