Interface shear strength variability and its use in reliability-based landfill stability analysis
نویسندگان
چکیده
منابع مشابه
Peak Vs Residual Shear Strength for Landfill Bottom Liner Stability Analyses
The decision whether to use peak or residual shear strengths for a stability analysis must be made in the context of a specific design situation. Yet even when the specific situation is defined, the decision of whether to use peak or residual shear strength is often unclear. In general, if there are potential construction, operation, or design conditions that might cause relative displacement b...
متن کاملThe solder on rubber (SOR) interconnection design and its reliability assessment based on shear strength test and finite element analysis
A novel chip-on-metal structure of the advanced wafer level chip scale package (WLCSP) which has the capability of redistributing the electrical circuit is proposed in this study. In the WLCSP, the solder on rubber (SOR) design expands the chip area and also provides a buffer layer for the deformation energy from the coefficient of thermal expansion (CTE) mismatch. By using the solder ball shea...
متن کاملInfluences of Surface Characteristics and Modified Asphalt Binders on Interface Shear Strength
Weak bonding between layers of pavement leads to damages on the composite pavement. Bonding plays an important role in the durability and maintenance of composite pavement layers. The present study evaluates the factors effective in bond strength of the interface between concrete and asphalt pavements. The factors considered for this purpose include steel slag percentage in the concrete pavemen...
متن کاملStrength and Interface Analysis
fiber post (GFP) treated or not with phosphoric acid, silane coupling agent, and unfilled resin. GFPs were etched or not with 37% phosphoric acid and different surface coating applied: silane coupling agent, unfilled resin, or both. Composite resin blocks were built around a 4-mm height on the GFP. Unfilled resin (20 s) and composite resin (40 s) were light activated by a light-emitting diode u...
متن کاملBivariate distribution of shear strength parameters using copulas and its impact on geotechnical system reliability
The objective of this paper is to investigate the effect of copulas for constructing the bivariate distribution of shear strength parameters on system reliability of geotechnical structures. First, the bivariate distribution of shear strength parameters is constructed using copulas. Second, the implementation procedure of system reliability analysis using direct Monte Carlo simulation (MCS) is ...
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: Geosynthetics International
سال: 2006
ISSN: 1072-6349,1751-7613
DOI: 10.1680/gein.2006.13.1.1