مقالات لاتین

P1– Application of Pile Driving Analyzer (PDA) and CAPWAP Analysis to Bearing Capacity of Pile P2– A Case Study of Soil Improvement Against Liquefaction By Using Jet grout Technique P3–...

Abstract: This paper presents briefly the application of dynamic pile testing to bearing capacity determination of a pile embedded in loose to compact sand and silt layers. The possibility of...

Abstract: In liquefaction, the strength of the soil decreases, and, the ability of a soil deposit to support structure foundations for buildings and bridges is reduced. One of the major...

Abstract This paper evaluates the bearing capacity and failure mechanism of micropile groups in sand and clay. Micropiles are small-diameter piles (typically less than 300mm) that are generally used for...

nowadays, using deep foundations is needed more than ever due to the increasing population and lack of suitable soils pile driving is the oldest and one of the most reliable...

Abstract Construction activities like pile driving, dynamic compaction, or blasting can be the sources of adverse effects on adjacent structures and sensitive installations. It is often suggested that vibrations can...

Abstract: Gelevard dam is one of the under-construction dams in Iran. Gallery tunnels have been executed to implement the possibility of an appropriate grout curtain, complete sealing of support, and...

    Abstract:  Impact hammers and vibratory drivers are used for piles and sheet pile installation. Dynamic loads force piles to vibrate and penetrate into the ground which results in soil displacements...

    Abstract:  This paper describes a new one-dimensional finite element model for pile driving in soft rock. The approach of Smith (1960) is used to simulate the pile driver system. The...