Pressure settlement characteristics of rectangular footings on reinforced layered soil

Autor:	Arvind Kumar, Swami Saran, B. N. S. Walia
Rok vydání:	2007
Předmět:	Environmental Engineering Settlement (structural) Soil water Soil Science Geotechnical engineering Bearing capacity Geotechnical Engineering and Engineering Geology Intensity (heat transfer) Geology
Zdroj:	International Journal of Geotechnical Engineering. 1:81-90
ISSN:	1939-7879 1938-6362
DOI:	10.3328/ijge.2007.01.01.81-90
Popis:	A method has been proposed to obtain the pressure-settlement characteristics of square footings resting on reinforced layered sand based on constitutive laws of soils. The prerequisite of the method is the value of ultimate bearing capacity of reinforced layered soil. An approximate method has been proposed for the same. The value of settlement may be read directly from pressure-settlement curves for the given pressure intensity. Therefore, the rectangular footing resting on reinforced layered sand can be proportioned satisfying shear failure and settlement criteria.
Databáze:	OpenAIRE
Externí odkaz:	https://explore.openaire.eu/search/publication?articleId=doi_________::617a62fcad1bd10f6f22e8c12d51f693 https://doi.org/10.3328/ijge.2007.01.01.81-90 Zobrazit plný text záznamu