PENGARUH BEBAN SIKLIS PADA TANAH LEMPUNG KENYANG AIR DALAM TINJAUAN PARAMETER DINAMIS TANAH

Dynamic loading in saturated clay has an effect to weaken the bounding of soil particles, so that the soil stiffness and shear strength decreases. The condition will effect instability of structure, even collapsed, which in turn causes both material and non-material losses. Both shear modulus and ma...

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Bibliographic Details
Main Authors: , SERCI ARITA NEOLAKA,S.Pd, , Prof (ret). Dr. Ir. Kabul Basah Suryolelono, Dip. H.E., D.E.A.
Format: Theses and Dissertations NonPeerReviewed
Published: [Yogyakarta] : Universitas Gadjah Mada 2012
Subjects:
ETD
Online Access:https://repository.ugm.ac.id/98917/
http://etd.ugm.ac.id/index.php?mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=55096
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Institution: Universitas Gadjah Mada