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Towards construction of embankment on soft soil: a comparative study of lightweight materials and deep replacement techniques. [PDF]
Sci RepAbdrabbo FM +3 more
europepmc +1 more source
Study on the mechanical mechanism and control optimization of station subsurface excavation by pile-beam-arch method. [PDF]
Sci RepLiu N, Tong X, Jiang Y, Shan R, Li Y.
europepmc +1 more source
Indicating and assessing sustainability of biomass (for biofuel) production on family farms [PDF]
Florin, M.J. +2 more
core +1 more source
Lawnmower Poetry and the Poetry of Lawnmowers
Critical Quarterly, EarlyView.
Francesca Gardner
wiley +1 more source
Force analysis of slope reinforced by Frame-Anchor-Support-Structure based on improved horizontal slice method. [PDF]
PLoS OneFang GW, Guo F, Huang AP.
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International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1974
A method of analysis is presented for evaluating the arching phenomenon in soil created by rigid piles placed in potential slides. It is based on the strength of soils along failure planes. The earth pressure is transferred to the piles by the shear strength similar to Terzaghi's horizontal trap door.
Wen L. Wang, Bing C. Yen
openaire +2 more sources
A method of analysis is presented for evaluating the arching phenomenon in soil created by rigid piles placed in potential slides. It is based on the strength of soils along failure planes. The earth pressure is transferred to the piles by the shear strength similar to Terzaghi's horizontal trap door.
Wen L. Wang, Bing C. Yen
openaire +2 more sources
International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1986
Recently soil arching theory has been extended to the study of forces and stresses exerted by a yielding soil mass against discrete piles embedded in a slope and extending into a firm, nonâyielding base. Many uses of discrete pile retaining wall systems exist in current geotechnical practice.
Peter J. Bosscher, Donald H. Gray
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Recently soil arching theory has been extended to the study of forces and stresses exerted by a yielding soil mass against discrete piles embedded in a slope and extending into a firm, nonâyielding base. Many uses of discrete pile retaining wall systems exist in current geotechnical practice.
Peter J. Bosscher, Donald H. Gray
openaire +2 more sources