Assessment of the reinforcement behavior of soil under cyclic and monotonic loads is of great importance in the safe design of mechanically stabilized earth walls. In this article, the method of conducting a multistage pullout (MSP) test on the polymeric strip (PS) is presented. The post-cyclic behavior of the reinforcement can be evaluated using a large-scale pullout apparatus adopting MSP test and one-stage pullout (OSP) test procedures. This research investigates the effects of various factors including load amplitude, load frequency, number of load cycles and vertical effective stress on the peak apparent coefficient of friction mobilized at the soil-PS interface and the pullout resistance of the PS buried in dry sandy soil. The results...
ABSTRACT: This paper presents a numerical method to predict soil-geotextile inter-face friction para...
This paper investigates and discusses the composite behavior of geosynthetic reinforced soil mass. I...
This paper contributes to a better understanding of how installation damage of geosynthetics can aff...
An evaluation of soil-geosynthetic interface strength for different types of loading is important t...
The current design method for MSE walls, based on limit state analysis, may not be appropriate under...
Geogrids are one of the most common types of geosynthetic used for soil reinforcement. In particular...
The national movement to develop a mechanistic-empirical design guide for pavements requires that th...
The rapid increasing application of geosynthetics as reinforcement elements for earth structures req...
Pullout tests are necessary in order to study the interaction behaviour between soil and geosyntheti...
This paper describes a series of laboratory pullout tests that were performed to investigate the pul...
In this paper, more than 70 large-scale pullout tests were performed to evaluate the performance of ...
In the design of reinforced soil structures, the pullout resistance of reinforcement embedded in the...
An evaluation of soil-geosynthetic interface friction is important to the design of any anchorage de...
The understanding of soil-geosynthetic interaction under cyclic loading conditions is essential for ...
Geosynthetics have increasingly been used as reinforcement in permanent earth structures, such as ro...
ABSTRACT: This paper presents a numerical method to predict soil-geotextile inter-face friction para...
This paper investigates and discusses the composite behavior of geosynthetic reinforced soil mass. I...
This paper contributes to a better understanding of how installation damage of geosynthetics can aff...
An evaluation of soil-geosynthetic interface strength for different types of loading is important t...
The current design method for MSE walls, based on limit state analysis, may not be appropriate under...
Geogrids are one of the most common types of geosynthetic used for soil reinforcement. In particular...
The national movement to develop a mechanistic-empirical design guide for pavements requires that th...
The rapid increasing application of geosynthetics as reinforcement elements for earth structures req...
Pullout tests are necessary in order to study the interaction behaviour between soil and geosyntheti...
This paper describes a series of laboratory pullout tests that were performed to investigate the pul...
In this paper, more than 70 large-scale pullout tests were performed to evaluate the performance of ...
In the design of reinforced soil structures, the pullout resistance of reinforcement embedded in the...
An evaluation of soil-geosynthetic interface friction is important to the design of any anchorage de...
The understanding of soil-geosynthetic interaction under cyclic loading conditions is essential for ...
Geosynthetics have increasingly been used as reinforcement in permanent earth structures, such as ro...
ABSTRACT: This paper presents a numerical method to predict soil-geotextile inter-face friction para...
This paper investigates and discusses the composite behavior of geosynthetic reinforced soil mass. I...
This paper contributes to a better understanding of how installation damage of geosynthetics can aff...