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This paper is an investigation of face stability on a small-scale tunnel model in a geotechnical centrifuge. By making use of symmetry, half of the tunnel cross section was considered. The support at ...
Since 1930, the analysis of slope stability is done according to the limit equilibrium approach. Several methods were developed of which certain remain applicable because of their simplicity. However,...
In achievement of slope load sustainability using mixed soil technique, is considered acceptable the method for slope construction technology. This paper deals with evaluation of mixed soil technique ...
In analysis of embankment model affected by dynamic force, employment of shaking table is a scientific way in assessment of earthquake behavior. This work focused on saturated loose sandy foundation a...
In this study, the dynamic stability of a laminated orthotropic truncated conical shell, subjected to an external pressure which is a power function of time, was considered. First, the modified Donnel...
The dynamic stability of a non-homogeneous elastic conical shell under a time dependent uniform external pressure varying as a power function is investigated in this study. Dynamic stability and displ...
The stability of elastic cylindrical thin shells of variable thickness along the directrix and of elastic properties varying continuously depending on the thickness coordinates, subject to a uniform e...
In conventional two-layer systems various armor units such as tetrapod, dolos, and tribar have been commonly used. Recent developments are accropode and core-locTM, which can be used in a single layer...
Important Consequences of Stress Release in the Stability of Excavations.
he Monolithic Stability Analysis of Ertan Arch Dam in Complex Rock Formations.
The effective length concept has been widely accepted in the design of framed structures. An excessive accuracy is not to be expected from its origin apart from structural analysis, but there still r...
Performing the diggings nearby and/under the implantation quota of some existing buildings may trigger on the structural elements and/or over the arrangement site states of efforts or additional defor...
For the consolidation of soil mass and the construction of the stability works for roads infrastructure it was studied the evolution of these kinds of works from classical retaining walls - common con...
会议信息 篇名 Stability Evaluation and Safe Guarding for Excavated Road Slope in Mountainous Area 语种 英文 撰写或编译 作者 Tao Lianjin,Sun Guofu,Zhang Zhuoyuan 第一作者单位 会议名称 国际工程地质大会IAEG2006 发表日期 2006年 月 日 文章标识(ISSN) 相...
The modification of the design characteristics for I cross-sections with double beams of a prestressed beam, function of the prestressing degree, is analyzed. One arrives to the conclusion that the ge...

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