• There is local large deformation in the peripheral foundation soil of the compacting spots.

    夯击过程中,夯点周边地基土存在局部大变形现象。

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  • The foundation soil in Dawangbei, Dongyinggang and Xintan research areas is tend to liquefy.

    三个典型研究区地基土均有液化可能。

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  • Aiming at soft foundation soil, this paper emphasizes on quality control of large caisson constructions.

    文章针对软土地基的特点,重点介绍大型沉井下沉施工的质量控制工作。

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  • The interaction between foundation soil and waffle-slab raft is studied based on large-scale model tests.

    通过室内模型试验,对天然地基上梁板式筏形基础与地基共同作用问题进行了研究。

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  • Conventional safety factor method for confirming the bearing capacity of foundation soil has many defects.

    传统的安全系数法确定地基承载力存在许多缺陷。

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  • The Granite residual soil, which is widely distributed in Guandong Province, is a special foundation soil.

    广东省和华南地区有着广泛分布的花岗岩残积土是一种特殊地基土。

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  • The driving force for deformation of the soil is the foundation soil conditions constitute an important factor.

    土层的动力变形特性是构成地基土层条件的重要因素。

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  • Thus, the neighboring structures foundation soil interaction system can be analyzed by the specialized program.

    本文为利用专业程序进行相邻结构-地基-土相互作用抗震分析提供了新的途径。

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  • Foundation soil coefficient of subgrade reaction is an important computation parameter in geotechnical engineering.

    地基土基床系数是岩土工程中一个非常重要的参数。

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  • This paper uses dynamic contact FEM to analyze impact and collision course of dynamic compaction to foundation soil.

    本文采用动力接触有限元法分析了强夯对地基土的冲击碰撞过程。夯击过程中,夯点周边地基土存在局部大变形现象。

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  • Cement paste with the weak foundation soil combine to form a composite foundation, can improve pile bearing capacity.

    浆体与软弱地基土结合形成复合地基,可提高桩端承载力。

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  • The consolidation state of soft soil is of significance for evaluation of deformation and strength of foundation soil.

    确定地基土的固结历史对计算其变形和强度特性有着重要的作用。

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  • Based on this, the effect of foundation soil character on the dynamic behaviour of the mast is emphatically investigated.

    在此基础上着重研究了地基土力学性质对井架动力特性的影响。

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  • Stability problem, accelerate to increase shear strength of the foundation soil, raise the bearing capacity and stability.

    稳定问题,加速地基土的抗剪强度的增长,从而提高地基的承载力和稳定性。

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  • Homogeneous, real soil material and sandy foundation soil are discussed individually, and the condition of wave impact is imitated.

    探讨了均质和实际土体材料以及砂质地基时的海堤-海床动力相互作用情况,并模拟了波浪冲击荷载的作用情况。

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  • Uniaxial compression test of road foundation soil is conducted with a triaxial apparatus which can do ct scanning at the same time.

    利用可同步进行CT扫描的三轴仪,对路基填土进行了单轴压缩实验。

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  • The foundation soil in connection section on southern bank is mainly composed of loess. At the south of section marked 1+200, there is …

    南岸连接段地基土主要由黄土组成,在桩号1+200以南存在一层软塑状土,强度低,是影响渠坡稳定的关键性土层。

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  • CM three dimensional high-strength compound foundation soil can reduce the construction cost by applying the bearing capacity of natural soil.

    CM三维高强复合地基新技术即是充分利用天然土的承载力的一种地基处理方法。

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  • Then summarizes the mechanics characteristic of MRS and foundation soil and the distribution of raft stress and the foundation settlement laws.

    给出了密肋壁板结构与地基土相互作用的受力特性及筏板应力分布规律、基底土反力的分布规律和地基的沉降规律。

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  • The potential resistant effect of foundation soil is an important subject of researching the intense variation problem caused by pipeline buckling.

    地基土体对管线的潜在抗力是管线屈曲剧变问题研究的重要内容之一。

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  • Foundation soil strength is the strength of limit damage, to ensure that no damage occurred foundation, foundation strength sufficient safety margin.

    地基强度是指地基发生极限破坏的强度,为保证不发生地基破坏,地基强度要有足够的安全储备。

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  • The hingcd-member method is used in calculation and the model of stratified summation method specified in the Code is adopted as the foundation soil.

    计算方法采用连杆法,地基模型采用规范规定的分层总和法模型。

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  • This paper discusses the causes of quality accidents arising from applications of bored piles, in accordance with the foundation soil situation in Zhuhai.

    本文结合珠海地区土质情况,分析了灌注桩在应用中发生质量问题的原因。

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  • Dynamic consolidation is a way to improve soil strength and reduce compressibility of the soil by lifting and dropping a heavy hammer very high to hit the foundation soil.

    强夯法,是将重锤起吊到高处自由落下,对地基进行强力夯实,提高土体强度、降低其压缩性。

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  • In order to explore the causes resulting in the over settlement of the foundation soil, dynamic triaxial tests were made to study the weakening characteristics of the soil.

    为了探索地基发生过度沉降的原因,进行了动三轴试验,以研究地基土的强度弱化特性。

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  • This paper presents the foundation soil strengthening by small tremie pre -grouting methods and an example of construction of new foundation to be built under an old building.

    介绍用小导管预注浆法加固地基技术及其在旧楼下建新基础的施工实例。

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  • The bearing capacity of foundation soil and batholith is one of the most important questions for discussion in the field of geotechnical engineering; md foundation engineering.

    地基及岩基承载力问题是岩土工程及基础工程领域最重要的课题之一。

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  • The application of probabilistic limit state method in confirming the bearing capacity of foundation soil is introduced. It can be used as reference in engineering application.

    介绍了概率极限状态设计法在确定地基承载力中的应用,可供工程实践之参考。

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  • To analyze the easily - happening accidents of the various foundation soil species in the urban area, find out their causes and point out the precautionary ways and dealing measures.

    本文对城区不同地基类型中易发事故的分析,找出了事故原因,提出了预防方法和处理措施。

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  • Uses dynamic contact FEM to analyze impact and collision of hammer to foundation soil in the dynamic compaction, establishes the contact relation between dynamic contact force and speed.

    采用动力接触有限元法分析强夯中夯锤对地基土的冲击碰撞过程,建立动接触力与速度之间的接触关系式。

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