Bearing capacity of piles in a reinforced by pressure cementation soil massif

Kazan State University of Architecture and Engineering, Kazan, Tatarstan Republic, Russia, Zelenaya street, 1

^* Corresponding author: fsrshakirov@mail.ru

Abstract

Studies of the piles bearing capacity after strengthening soil by cement mortar pressure injection were carried out to determine pile foundations bearing capacity increasing patterns in a result of soils cementation. Depending from the volume and cement mortar technological injection parameters, the soil stress state around the pile changes, additional pile-soil compression occurs and the friction along the lateral surface increase, as well as the soil resistance under the pile bottom end. Cementation effect on the pile bearing capacity for different injectors location and the number of piles in the foundation were determined by tests. The research results can be used in the pile foundations reinforcement design in conditions of reconstruction with increasing loads on the foundations.