Statically admissible stress fields in loose sand heaps under the closure of polarized principal axes

【Author】

Thirapong Pipatpongsa;

【Abstract】

<正>The stress distribution under self-weight loading in sand heaps, with common geometries in prismatic and conical shapes,is a basic problem in granular physics and geo-mechanics.The stable shape of sand heaps on a horizontal plane without lateral supports is attributed by friction angle which is taken equivalent to

【Keywords】

Statically admissible stress fields in loose sand heaps under the closure of polarized principal axes;

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