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191030t20202020ne a ob 000 0 eng c |
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|a PUL
|b eng
|e rda
|e pn
|c PUL
|d OPELS
|d OCLCF
|d YDXIT
|d UKMGB
|d OCLCO
|d TEF
|d OPELS
|d N$T
|d OCLCO
|d K6U
|d OCLCQ
|d OCLCO
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|a GBB9I6021
|2 bnb
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|a 019610712
|2 Uk
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|a 9780081028742
|q (electronic bk.)
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|a 0081028741
|q electronic publication
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|z 9780081027660
|q paperback
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|a (OCoLC)1129699737
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|a pcc
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|a TA780
|b .E75 2020
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|a 624.154
|2 23
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|a Eslami, Abolfazl,
|d 1960-
|e author.
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|a Piezocone and cone penetration test (CPT and CPTu) applications in foundation engineering /
|c Abolfazl Eslami, Sara Moshfeghi, Hossein Molaabasi, Mohammad M. Eslami.
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|a Oxford ;
|a Cambridge, MA :
|b Butterworth-Heinemann,
|c [2020]
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|c �2020
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|a 1 online resource :
|b illustrations
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|a text
|2 rdacontent
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|a computer
|2 rdamedia
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|a online resource
|2 rdacarrier
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|a Includes bibliographical references.
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|a Piezocone and cone penetration tests (CPTu and CPT) applications in foundation engineering includes different approaches for determining the bearing capacity of shallow foundations, along with methods for determining pile bearing capacity and settlement concepts. The use of soft computing (GMDH) neural networks related to CPT records and Geotechnical parameters are also discussed. In addition, different cases regarding the behavior of foundation performance using case records, such as shallow foundation, deep soil improvement, soil behavior classification (SBC), and bearing capacity are also included.
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650 |
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|a Piling (Civil engineering)
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650 |
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|a Settlement of structures.
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|a Constructions
|x Affaissement.
|0 (CaQQLa)201-0051987
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650 |
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|a settlement of structures.
|2 aat
|0 (CStmoGRI)aat300056431
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650 |
|
7 |
|a Piling (Civil engineering)
|2 fast
|0 (OCoLC)fst01064079
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650 |
|
7 |
|a Settlement of structures
|2 fast
|0 (OCoLC)fst01113615
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700 |
1 |
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|a Molaabasi, Hossein,
|e author.
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700 |
1 |
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|a Eslami, Mohammad M.,
|e author.
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1 |
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|a Moshfeghi, Sara,
|e author.
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776 |
0 |
8 |
|i Print version:
|z 9780081027660
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856 |
4 |
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|u https://sciencedirect.uam.elogim.com/science/book/9780081027660
|z Texto completo
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