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bearing capacity of subsoil
相关语句
  地基承载力
     Recording to surveyinformation and indoor test progeny,we study the engineering properties of ancient soil in QianXian,confirm the physics mechanics index,and gained the bearing capacity of subsoil for be pressed to.
     根据勘测资料和室内实验成果, 对乾县变电所古土壤的工程性质进行研究, 确定其物理力学指标, 并且得出其作为持力层时的地基承载力
短句来源
  “bearing capacity of subsoil”译为未确定词的双语例句
     Determination of the Allowable Bearing Capacity of Subsoil Considering its Nonlinear Mechanical Properties
     考虑土体的非线性力学特性确定地基的容许承载力
短句来源
     EXPERIMENTS ON BEARING CAPACITY OF SUBSOIL REINFORCED BY QUICKLIME PILE
     石灰桩加固的地基承载力试验研究
短句来源
     ULTIMATE BEARING CAPACITY OF SUBSOIL FOR ON-BOTTOM PIPELINES
     地基对管线的极限承载力
短句来源
     The determination of the bearing capacity of subsoil with mini-load test
     微型载荷试验确定地基土承载力
短句来源
     In addition, harnessing the result of stress ratio method, an ultimate embankment height can be computed, only if the ultimate bearing capacity of subsoil could be known by static load experiment or area ratio method.
     另外通过面积比法的计算结果或复合地基静载试验成果可从应力比法计算公式中反算极限填土高度或极限桩土应力比,供初步设计参考。
短句来源
更多       
  相似匹配句对
     ULTIMATE BEARING CAPACITY OF SUBSOIL FOR ON-BOTTOM PIPELINES
     地基对管线的极限承载力
短句来源
     EXPERIMENTS ON BEARING CAPACITY OF SUBSOIL REINFORCED BY QUICKLIME PILE
     石灰桩加固的地基承载力试验研究
短句来源
     DETERMINATION OF SUBSOIL BEARING CAPACITY USING GENETIC ALGORITHM
     用遗传算法确定地基承载力
短句来源
     The determination of the bearing capacity of subsoil with mini-load test
     微型载荷试验确定地基土承载力
短句来源
     Bearing capacity of immediate roof
     采场直接顶承载特性研究
短句来源
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  bearing capacity of subsoil
Bearing Capacity of Subsoil with a Layer of Reinforced Earth.
      


In engineering practice,the current methods in determining the allowable bearing capacity of subsoil are based on either thesettlement or yielding criterion.In calculating the settlement,especially in high allowable values,the corresponding footingpressure may be greater than the proportional limit P_0. This willlead the results deviating from the linear elastic assumption.Sofar as the critical load p_(1/4) is concernd,it is well known thatthere exists contradiction between elastic and yielding state.Forthis...

In engineering practice,the current methods in determining the allowable bearing capacity of subsoil are based on either thesettlement or yielding criterion.In calculating the settlement,especially in high allowable values,the corresponding footingpressure may be greater than the proportional limit P_0. This willlead the results deviating from the linear elastic assumption.Sofar as the critical load p_(1/4) is concernd,it is well known thatthere exists contradiction between elastic and yielding state.Forthis reason,it is superior to adapt the nonlinear constitutiverelationship in evaluating the mechanical behaviour of subsoil insettlement ord yielding aspect.The characteristics of the allowablebearing capacity with nonlinear assumptions is exposed in thispaper based on bearing plate model test

在工程实践中,现行的地基容许承载力的确定方法是根据变形或强度二个独立的标准而建立的.在计算地基变形时,特别是在容许值[S]较大的情况下,基底压力可能已大于临塑荷载p_0,这就使得计算背离了所依据的线弹假定.对于按强度计算的临界荷载p1/4,更是存在着人们所共知的力学状态上的矛盾.因之,应用非线性本构关系,按变形或强度标准来评价地基的力学行为就有着明显的优越性.本文就是以模型试验为依据,来揭示此类地基容许承载力的特点.

All the longth of Jingtong Expressway is as ling as 18.34km. The west section of it is 11.36km long and east is 6.98km long.Under the retaining wall of the east section the geology condition is poor and the basic bearing capacity of subsoil is low, which cann't meet the demands of the basis stresses, therefore, we used the quick lime soil paking piles technic to strengthen subsoil. This technic is often used to strengthen soft ground in construction engineering.A detail discussion that the quick...

All the longth of Jingtong Expressway is as ling as 18.34km. The west section of it is 11.36km long and east is 6.98km long.Under the retaining wall of the east section the geology condition is poor and the basic bearing capacity of subsoil is low, which cann't meet the demands of the basis stresses, therefore, we used the quick lime soil paking piles technic to strengthen subsoil. This technic is often used to strengthen soft ground in construction engineering.A detail discussion that the quick lime soil packing technic is used to strengthen soft ground of retaining wall of highway has been given in this article,such as design, construction and examination etc. This technic makes raw subsoil's allowable bearing capacity improved from 140-160 kpa over which can meet the demands of design. It has been testified that the technic of quick lime soil packing piles is feasible to strengthen subsoil saturaled soil under retaining wall ground of highway. The construction is easy and safety, and its economic benefit is also high. This technic will make good conditions for highway engineering construction and open up a new way for strengthening soft ground of highway retaining wall.

京通快速路全长18.34km.西段长11.36km,东段长6.98km。东段道路挡土墙基础下地质条件较差,地基基本承载力低,满足不了挡土墙基底应力要求,因此对挡土墙基础采用了生石灰土挤密桩加固处理技术。此项技术通常在加固建筑软弱地基中使用。 本文对本工程采用生石灰土挤密桩技术处理道路挡土墙基础,从设计、施工及检验等几个主要方面做了较详细的论述。采用此项技术,可使原地基容许承载力由140~160KPa提高到180KPa以上,并满足设计要求。本文提出:生石灰土挤密桩方法处理道路挡土墙下的饱和粘性土基技术是可行的,而且施工简便,质量安全,经济效益高,缩短工期,为道路工程创造优质条件。此项技术的提出,也可为处理道路挡土墙软弱地基开辟一条新途径。

Gravel pile ground stabilization has been used in the sand or silt which plasticityindex is high. If the gravel pile is mixed with appropriate content of stone slacks,fly-ash and ce-ment, and mixed with appropriate water to form the Cement Fly-ash Gravel pile(CFG) Whoseadhesive sterngth is very high, thus an effection composite ground will be acquire. For example,the former bearing capacities of subsoil of a factory are 80kPa, 100kPa, 90kPa and 160kPa from the surface to the bottom, which is...

Gravel pile ground stabilization has been used in the sand or silt which plasticityindex is high. If the gravel pile is mixed with appropriate content of stone slacks,fly-ash and ce-ment, and mixed with appropriate water to form the Cement Fly-ash Gravel pile(CFG) Whoseadhesive sterngth is very high, thus an effection composite ground will be acquire. For example,the former bearing capacities of subsoil of a factory are 80kPa, 100kPa, 90kPa and 160kPa from the surface to the bottom, which is inaccessible to the design demands. After the Cement Fly-ashGravel pile ground stabilization was utilized in it,the average value of the bearing capacity of sub-soil of the factory composite ground reached 224. 8kPa. It meeted the design demand 200kPa

塑性指数较大的砂土、粉土中采用碎石桩并在桩体中掺入适量的石屑、粉煤灰和水泥与适度的水拌和制成粘结强度较高的水泥粉煤灰碎石桩,形成复合地基取得较好效果.某工厂地基原承载力为80,100,90,160kPa不等,达不到设计要求,经采用水泥粉煤灰碎石核处理后复合地基承载力平均值达到224.8kPa,满足200kPa的设计要求

 
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