Optimum Design for Soil Nailing to Stabilize Retaining Walls Using FLAC3D

نویسندگان

چکیده

The behavior of a reinforced soil system depends on parameters such as the structural geometry, execution steps, density and mechanical properties soil, reinforcement materials, deformation, flexural stiffness materials. A critical parameter in design soil-nailed is optimal use materials with respect to cost. It necessary find an that cost-effective within affecting nailed system. common problem excavations increase excavation depth beyond initial wall, which will require more reinforcements. In this research, we used one approach not before method placing two rows long nails placed at appropriate depth. study, comparison between safety factor, horizontal displacement, lateral pressure behind wall has been made nail placement depths using FLAC3D finite difference software reveals for efficiency approximately middle finished height. When number same lengths was considered, installation 5 or 3 reduced maximum displacement greater extent. factor achieved. This Open Access article distributed under terms Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0/), permits unrestricted use, distribution, reproduction any medium provided original work properly cited.

برای دانلود باید عضویت طلایی داشته باشید

برای دانلود متن کامل این مقاله و بیش از 32 میلیون مقاله دیگر ابتدا ثبت نام کنید

اگر عضو سایت هستید لطفا وارد حساب کاربری خود شوید

منابع مشابه

harmony search based algorithms for the optimum cost design of reinforced concrete cantilever retaining walls

cost optimization of the reinforced concrete cantilever soil retaining wall of a given height satisfying some structural and geotechnical design constraints is performed utilizing harmony search and improved harmony search algorithms. the objective function considered is the cost of the structure, and design is based on aci 318-05. this function is minimized subjected to design constraints. a n...

متن کامل

Reducing the Forces Caused by Earthquake on Retaining Walls Using Granulated Rubber-Soil Mixture

In recent years, various studies have been undertaken on how to use waste materials in civil engineering projects. Among waste materials, waste rubber has been highlighted to be used for different purposes such as reinforcing of soil and making of reinforced slopes. To investigate the properties of granulated rubber-soil mixture and its application in making of slopes behind retaining walls, so...

متن کامل

Design of roadside barrier systems for MSE retaining walls

There is confusion among civil engineers in the United States regarding the applicable design method and the appropriate impact load for sizing the moment slab of roadside barrier systems atop MSE retaining walls. The design method and impact load discussed herein have been used successfully for more than 15 years to size the barrier moment slab and to determine the magnitude of loads applied t...

متن کامل

بررسی پایدارسازی ترانشه ها با استفاده از soil nailing با نرم افزار flac3d

در بسیاری از سازه ها لازم است خاکبرداری عمیقی انجام گیرد یا می بایست سازه در روی یک شیب احداث گرد.، گسیختگی شیب های ناپایدار خطر بسیار مهمی است که زندگی افراد را در سراسر جهان تهدید کرده و می کند. برای پایدارسازی شیب های ناپایدار، روش میخکوبی مد نظر قرار می گیرد. روش میخکوبی یک روش مسلح کردن خاک در محل است که جهت پایدارسازی شیب های طبیعی، ترانشه ها یا گودبرداری ها، دیوارها در رس های سخت، خاک ه...

Design Of Retaining Walls : System Uncertainty & Fuzzy Safety Measures

This paper explores some of the aspects of embedded retaining wall design, in particular the interrelationship between system uncertainty and the use of factors of safety in the various design procedures. System uncertainty reflects the mismatch between idealised retaining wall behaviour and what is observed in practice. This feature is modelled using the concept of fuzzy sets where the degree ...

متن کامل

ذخیره در منابع من


  با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید

ژورنال

عنوان ژورنال: Journal of Advanced Engineering and Computation

سال: 2021

ISSN: ['2588-123X']

DOI: https://doi.org/10.25073/jaec.202152.329