Discussion: Foundation design for gravity retaining walls under earthquake
نویسندگان
چکیده
منابع مشابه
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 کاملInvestigation of Inclined Retaining Walls (Located on Slopes) Performance against Static and Earthquake Loads
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 کاملInvestigation of Inclined Retaining Walls (Located on Slopes) Performance against Static and Earthquake Loads
متن کامل
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 کاملذخیره 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: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering
سال: 2019
ISSN: 1353-2618,1751-8563
DOI: 10.1680/jgeen.18.00125