SOIL ELASTIC-CONSTANTS .2. APPLICATION TO ANALYSIS OF SOIL CRACKING

被引：9

作者：

BRIONES, AA

UEHARA, G

机构：

[1] UNIV PHILIPPINES,LOS BANOS COLL,DEPT SOIL SCI,LAGUNA,PHILIPPINES

[2] UNIV HAWAII,DEPT AGRON & SOIL SCI,HONOLULU,HI 96822

来源：

SOIL SCIENCE SOCIETY OF AMERICA JOURNAL | 1977年 / 41卷 / 01期

关键词：

ELASTICITY - FLOW OF WATER - Underground;

D O I：

10.2136/sssaj1977.03615995004100010012x

中图分类号：

S15 [土壤学];

学科分类号：

0903 [农业资源与环境]; 090301 [土壤学];

摘要：

Soil briquets from a Vertisol and two Oxisols, equilibrated over a range of 15 to 936 bar water tension were subjected to a constant rate of strain. The trend in measured flexure and stress at rupture was adequately predicted by theory, but the measured values differed from calculated values by a large factor. The breaking stress or modulus of rupture followed the same trend as the ratio of the material's surface tension to a parameter which measures pre-existing, microcracks. Elastic constants were necessary, but not sufficient to accurately predict cracking.

引用

页码：26 / 29

页数：4

共 8 条

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