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- Approximate Solution to Foundation Soil Pressure of Prestressed Concrete Raft Foundation 预应力筏板基础基底反力近似解法
- foundation soil pressure 地基反力
- Impersonally speaking, none of these calculation methods exiting now can reflect the change of the foundation pit pit-wall soil pressure very truly and exactly. 客观上讲，现有的这些堆载对基坑侧压力影响的计算方法没有一个能够非常真实、非常准确地反映基坑坑壁土压力的变化。
- Adopting which appropriate and economical retaining structure is the difficulty and keystone of the design of foundation pit in uneven soil layer due to the different bearing soil pressure of retaining structure of foundatioti pit. 摘要对于土层分布不均匀的基坑，由于基坑支护结构所受的土压力不同，采用何种合适、经济的支护形式，是基坑设计的难点和重点。
- Retaining wall is a structure in highway engineering which is used to resist lateral soil pressure and preventing side slope or road foundation body dilapidation whereas setup by the roadside . 挡土墙是公路工程中广泛采用的一种用来抵抗侧向土压力，防止边坡或路基主体崩塌而设置在路旁的构造物。
- This paper introduced a new method for determining the bearing capacity of foundation soil using the flat dilatometer test (DMT). 摘要简单介绍扁铲侧胀试验，首次提出用扁铲侧胀试验计算地基承载力的方法。
- Finite Element Analysis of Vibration Isolation in the Foundation Soil by Barriers? 屏障隔振的有限元分析?
- Foundation soil coefficient of subgrade reaction is an important computation parameter in geotechnical engineering. 摘要地基土基床系数是岩土工程中一个非常重要的参数。
- Leaning Tower of Pisa tilt reason is because of its specificity of the foundation soil below caused. 比萨斜塔之所以会倾斜，是由于它地基下面土层的特殊性造成的。
- Through the in - situ test, the active area soil pressure distribution of pile - anchor system for deep pit is studied in this paper. 通过现场试验，研究了深基坑桩锚支护体系主动区土压力的分布规律。
- On the other hand, with the increasing of modulus of geotextile and foundation soil, geotextile works more effectively. 随着织物的弹性模量的提高，土基模量的增加，加筋效果更显著。
- The parameter of the pore water pressure and soil pressure are unfitted as the monitoring and forecasting index for bank collapse. 2.;内部孔隙水压力及土压力参数不适合作为崩岸的监测预测指标。
- 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。
- Coulomb and Rankine soil pressure models are employed in the determination of soil pressure in the design of overhanging wall. 摘要扶悬臂式挡土墙的土压力计算一般采用库仑模型和朗金模型。
- Then, uncertainties in load effect of structures under backfill soil pressure are determined with finite element-multiple response surface method. 然后，用有限元-多响应面法计算了现行标准图明洞在填土压力作用下结构内力的概率特征。
- Using the theory of Terzaghi s relation soil pressure,the limited support pressure formula with tunnel face in stratified sandy soil is . 采用太沙基松动土压力理论,根据滑动块的整体受力平衡,推导出砂性土中考虑成层土的开挖面最小支护压力计算公式。
- The interaction between the bucket foundation and foundation soil will occur during the bucket foundation suction penetration. 桶形基础受负压作用下沉时，基础与地基土体之间产生相互作用。
- The influence of variation of the compressibility of soil before and after pollution on the evaluation of the polluted foundation soil was studied. 同时，研究了土在污染前后压缩性质变化对地基土的勘察评价造成的影响。
- Construct the light well point pipe after completion the east two-line side piling, to prevent the pipe movement or damage by soil pressure during piling. 轻型井点管应在东侧的两排边桩施工完毕后方可施工;防止压桩过程中;土的挤压力使井管位移或损坏井管.
- Based on soil plasticity and limit analysis theory,active soil pressure on broken back surface and resistive overturn safety factor are studied systematically. 基于土的塑性极限分析理论,考虑墙后为无粘性填土的情况,对折线型挡土墙背上的主动土压力和挡土墙抗倾覆稳定状态等进行了较为系统地研究。
