共查询到20条相似文献,搜索用时 15 毫秒
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Asadollah Ranjbar Karkanaki Navid Ganjian Faradjollah Askari 《Geotechnical and Geological Engineering》2017,35(3):1079-1092
This study presents a new algorithm for design of cantilever retaining walls based on the proposed failure mechanisms and considers the effects of wall geometric parameters using an upper-bound limit analysis approach. All previous work on this subject has only focused on the optimum design of the retaining walls assuming constant forces, irrespective of the total stability and critical conditions of failure mechanisms. In the present study, the upper-bound limit analysis method was used to determine the shape of the critical failure mechanisms for a retaining wall simultaneously with its optimal dimensions. The safety factors against overturning, sliding, and bearing capacity failure were assessed by the limit analysis approach. The current results show good agreement with the results obtained using the limit equilibrium methods and finite element analyses. The results obtained based on the proposed failure mechanism show that the geometry and dimensions of the wall affect its stability safety factors, the shape of the critical failure mechanisms and the active pressure on the wall; therefore, the process of determining the shape of the critical failure mechanisms, checking the stability of the wall and the procedure of finding its optimal dimensions should be performed simultaneously. 相似文献
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悬臂式支护结构是基坑工程中常用的支护形式,多以排桩、地下连续墙、工法桩、钢板桩等形式出现。基坑工程中在条件受限的情况下,无法做内撑,但周边部分建(构)筑物对基坑变形很敏感,需要采取一些辅助措施来控制基坑的变形。结合工程实例介绍了悬臂式支护结构中常用的几种控制变形的方法,包括双排桩外拉、锚杆(索)加固、基坑内斜撑、基坑内土加固、坑内预留反压土等,并对这几种方法的适用范围、技术要求等进行了分析,为今后类似工程的设计施工提供借鉴。 相似文献
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参数法在悬臂式挡土墙底板尺寸设计中的应用 总被引:4,自引:2,他引:4
通过对悬臂式挡土墙设计特点的分析 ,提出了运用参数法进行墙趾板和墙踵板截面的设计计算 ,并进一步探讨了地基承载力对底板尺寸的影响。算例表明 ,该方法能简化设计过程 ,所得到的结果更加合理 相似文献
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Lazhar Belabed Hacene Benyaghla Jarir Yahiaoui 《Geotechnical and Geological Engineering》2011,29(4):443-452
The stabilization of slopes by the technique of reinforced earth (Terre Armée) is a very economical and reliable technique.
We propose in this paper to check the overall internal stability of the reinforced earth retaining walls by three mechanical
models, using the analytical method of the limit equilibrium (failure). The main objective of this paper is to compare these
failure mechanical models with the failure models obtained by numerical analysis (code FLAC 2D), in order to validate the
most realistic and more unfavourable failure models. Parametric and comparative studies carried out have allowed us to bring
a very useful knowledge concerning the study of the internal stability of the reinforced earth retaining walls. It also proposed
a theoretical mechanical model of calculation proved by numerical simulation. 相似文献
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在高层建筑深基坑挡土支护后,用锚杆拉结钻孔灌注桩作挡土近年来应用的的主要方法之一。以烟台龙腈大厦深基坑挡土支护为例,介绍了用锚杆拉结的钻孔灌注桩设计方法。 相似文献
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Aurelian Catalin Trandafir Toshitaka Kamai Roy Carl Sidle Mihail Popescu 《Geotechnical and Geological Engineering》2007,25(6):679-691
Failure of several gravity retaining walls in residential areas built on reclaimed land, during the October 23, 2004 Chuetsu
earthquake in Niigata Prefecture, Japan, determined the authorities to consider the seismic retrofit of the walls in order
to mitigate future similar disasters in the urban environment. This study addresses the effectiveness of ground anchors in
improving the seismic performance of such retaining structures through a sliding block analysis of the seismic response of
an anchored gravity retaining wall supporting a dry homogeneous fill slope subject to horizontal ground shaking. Sliding failure
along the base of the wall and translational failure along a planar slip surface of the active wedge within the fill material
behind the wall were considered in the formulation, whereas the anchor load was taken as a line load acting on the face of
the gravity retaining wall. The effects of magnitude and orientation of anchor load on the yield acceleration of the wall-backfill
system and seismically induced wall displacements were examined. It was found that for the same anchor orientation, the yield
acceleration increases in a quasi-linear manner with increasing the anchor load, whereas an anchor load of a given magnitude
acting at various orientations produces essentially identical yield accelerations. On the other hand, the computed earthquake-induced
permanent displacements of the anchored gravity retaining wall decrease exponentially with increasing magnitude of anchor
load. Additionally, the influence of backfill strength properties (e.g., internal friction angle) on the seismic wall displacement
appears to diminish considerably for the anchored gravity retaining wall. A dynamic displacement analysis conducted for the
anchored gravity retaining wall subjected to various seismic waveforms scaled to the same peak earthquake acceleration revealed
a good correlation between the calculated permanent wall displacements and the Arias intensity parameter characterizing the
input accelerogram. 相似文献
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Seismic Passive Earth Thrust on Retaining Walls with Cohesive Backfills Using Pseudo-Dynamic Approach 总被引:1,自引:1,他引:1
A. H. Shafiee A. Eskandarinejad M. Jahanandish 《Geotechnical and Geological Engineering》2010,28(4):525-531
In this paper, the pseudo-dynamic approach is used to estimate seismic passive earth thrust on retaining walls with cohesive-frictional
backfills. The time-dependent pseudo-dynamic approach considers the influence of dynamic parameters such as the velocity of
primary and shear waves, the period of lateral shaking, and the phase and amplitude variations of horizontal and vertical
earthquake accelerations with depth. The failure plane behind the wall is assumed to be planar. The analysis is based on the
equilibrium of forces which act within the failure wedge. The obtained results show that the backfill cohesion increases both
the seismic passive earth thrust and the failure plane inclination angle with the horizontal plane. It is also observed that
both horizontal and vertical seismic accelerations have decreasing effect on seismic passive earth thrust as well as failure
plane inclination angle. The results of present pseudo-dynamic analysis propose a lower solution for seismic passive earth
thrust compared to earlier pseudo-static solution available in the literature. 相似文献
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利用1stOpt软件优化设计重力式挡土墙断面 总被引:1,自引:0,他引:1
为解决挡土墙设计指标计算较为繁琐,并且难以得出最佳结果的问题,以重力式档土墙的截面面积最小为目标函数,并以满足稳定性及地基承载力验算要求为约束条件,得到非线性优化数学模型,并利用优秀国产数学软件1stopt优化求解。该方法避免了繁琐的试算过程,能得到经济合理的截面尺寸,并已成功应用在忠-武输气管线沿途水工保护工程中。 相似文献
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地连墙与自凝灰浆防水墙配套使用是一种新型的深基坑支护形式,相对传统的基坑支护形式具有经济节约和防渗效果佳等优点。结合南京华新城AB地块深基坑工程应用实例,根据其复杂的工程特点,从防渗、力学性能、造价等方面论证了地连墙与自凝灰浆防渗墙配套使用的可行性及优点,并结合工程实际对自凝灰浆防渗墙的施工工艺和技术要点做了详细的介绍。 相似文献
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挡土墙截面设计直接计算方法 总被引:11,自引:2,他引:11
在满足挡土墙地基承载力验算要求的基础上,推导了抗倾覆安全系数的允许取值范围表达式,同时将相关参数用截面底部宽度进行表示,并给出了换算系数的关系曲线图,进而结合抗滑移稳定性要求直接进行挡土墙截面设计。算例表明,该方法简捷直观且结果可靠,可供设计人员参考。 相似文献