NATIONAL BIBLIOGRAPHY NUMBER
Number
۱۷۰۲پ
LANGUAGE OF THE ITEM
.Language of Text, Soundtrack etc
per
TITLE AND STATEMENT OF RESPONSIBILITY
Title Proper
اثر بیرون کشیدگی میل مهار و اثر آن در بالا بردن مقاومت برشی خاک و نیز بالا بردن ضریب اطمینان در دیوارهای حائل
First Statement of Responsibility
/سیدرضا موسوی عارف
.PUBLICATION, DISTRIBUTION, ETC
Name of Publisher, Distributor, etc.
تبریز: دانشگاه تبریز
PHYSICAL DESCRIPTION
Specific Material Designation and Extent of Item
۷۶ ص .
Other Physical Details
: مصور ، جدول ، نمودار ، عکس ۳۰*۲۹ س.م.-+ یک لوح فشرده
NOTES PERTAINING TO PUBLICATION, DISTRIBUTION, ETC.
Text of Note
چاپی
INTERNAL BIBLIOGRAPHIES/INDEXES NOTE
Text of Note
واژه نامه به صورت زیرنویس
Text of Note
کتابنامه ص : ۷۴-۷۵
DISSERTATION (THESIS) NOTE
Dissertation or thesis details and type of degree
کارشناسی ارشد
Discipline of degree
عمران-خاک و پی
Date of degree
۱۳۸۳/۱۱/۲۵
Body granting the degree
تبریز: دانشگاه تبریز
SUMMARY OR ABSTRACT
Text of Note
Stability Computations in Nailed Slopes The paper pertains to the development of generalized procedures for stability computations for nailed slopes considering both internal and oveall equilibrium where in the slice can be either vertical or inclined. It has been observed that consideration of internal equilibrium does not result in a large deviation in the factor of safety values compared to those based on overall equilibrium only.Several methods are being used for the analysis and design of nailed slopes,such as the Davis method (Mitchel and Schlosser, 1982), the German method (Stoker et .1979), the french method (Schlosser, 1982), the method developed by Gassler and Gudehus (1981) and the kinematic limit analysis approach (Juran,1990).The nails can be placed either horizontally or inclined. Lesniewska (1992) has shown that inclination of reinforcement plays a significant role in modifying the stability of nail structures. Optimal placement of reinforcement for minimizing cost of construction has drawn the attention of researchers. Analysis of the reinforced slope with inclined slices is likely to be better suited and computationally less involved becasue in this athe slices can be so aligned that it avoids the possibility of intersections of the nails with the slice interfaces.Increase or decreas in nails angel whit horizon and cohession coefficient of soil and spacing of nails cuese the variations of safety factors.In this research we have studied the variations of safety factor.
PERSONAL NAME - PRIMARY RESPONSIBILITY
موسوی عارف، سیدرضا
PERSONAL NAME - SECONDARY RESPONSIBILITY
امین فر، محمدحسین، استاد راهنما
ارمغانی، ارسطو، استاد مشاور
ELECTRONIC LOCATION AND ACCESS
Public note
سیاه و سفید
نمایه‌سازی قبلی
