نتایج جستجو برای: Rigid Stone Column
تعداد نتایج: 140211 فیلتر نتایج به سال:
Experimental and Numerical study of earth slope reinforcement using ordinary and rigid stone columns
Earth slopes stabilization is one of the main issues focused on by are in geotechnical engineer. Use of stone columns is one of approaches well increasing the safety factor of earth slopes of the soil embankments; furthermore, it is economical besides the simplicity and ease it exhibits in implementation. . The present paper aims at an experimental comparison of the Ordinary Stone Column (OSC) ...
در این پژوهش که بمنظور ارزیابی تاثیر الگوی مسلح سازی توسط ژئوگرید بر کمانش جانبی ستون سنگی و تغییرات کمی و کیفی کمانش ستون انجام شده است، با در نظر گرفتن سه حالت مسلح سازی و تحلیل توسط نرم افزار اجزاء محدود plaxis انجام شد. حالات مسلح سازی شامل تمام مسلح(full length)، مسلح شده موضعی(local) و مسلح شده ترکیبی (combined)، برای ارزیابی تغییرات حداکثرکمانش جانبی(lbm)، کاهش حداکثر کمانش (lbrm)، عمق...
Many countries in the word have loose and unstable soils encompassing a wide range ofgeological materials, which when inundated, may collapse and cause very significant distress to the structure. Stone columns have been used to strengthen such soils; even so, there are still cases where failure has occurred. In this technical note, the process and causes of stone column failure in reinforcing c...
In recent years, ground columns, such as vibro-concrete columns and geosynthetic-reinforced stone columns, have been increasingly used to support superstructures and embankments when they are constructed on soft foundations. Several new column technologies have emerged, including different shapes of concrete columns and composite columns. The column technologies have also been combined with oth...
This study presents the results of large scale laboratory model tests to investigate the behavior of Compacted Lime – Well-graded Soil (CL-WS) rigid stone columns in soft soils. The unit cell idealization is used for construction of composite specimens by evaluating the influence of different parameters such as the diameter of the column (D), the slenderness ratio (L/D) and the area ratio (Ar)...
Out of all methods for ground improvement, stone column became more popular these days due to its simple construction and economic consideration. Installation of stone column especially in loose fine graded soil causes increasing in load bearing capacity and settlement reduction. Encased granular stone columns (EGCs) are commonly subjected to vertical load. However, they may also be subjected t...
There can be many reasons for engineers to place the footings near a slope such as leakage of suitable sites or architectural considerations. One of the approaches to increase the amount of bearing capacity, especially in soft soils, is adding stone columns to the soil. In this research, the behavior of a strip footing placed near a stone column reinforced clayey slope was investigated. For thi...
This paper describes the results of three-dimensional (3D) finite element analyses investigating installation effects groups stone columns in purely cohesive soils. Installation is simplified to insertion rigid cylindrical elements with conical tips a single homogeneous soil layer (Tresca plasticity and quasi-incompressible elastic law). column simulated as reference case installations two grou...
Columns are structural elements that transfer the vertical forces from beams and vaults. They have undergone major changes in terms of form in the course of time. The formal analysis of different parts of columns may reveal valuable geometric information about them. Recognizing the geometric forms of stone columns can be one of the proper strategies for restoring these valuable elements. The si...
Installing stone columns in the ground is an effective improvement technique to increase the load bearing capacity and reduce the consolidation settlement of the loose or weak cohesive soils. In addition to the increase in the bearing capacity and reduction in the settlement, stone columns can accelerate the dissipation rate of the excess pore water pressure generated by the surcharge, which ex...
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