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Estimation of pile frictional capaci...

ProQuest Information and Learning Co.

Estimation of pile frictional capacity in clayey sedimentary deposits in Taipei using CPT data.

紀錄類型:	書目-語言資料,手稿 : Monograph/item
正題名/作者:	Estimation of pile frictional capacity in clayey sedimentary deposits in Taipei using CPT data./
作者:	Jie, Wie-Kong.
面頁冊數:	1 online resource (135 pages)
附註:	Source: Masters Abstracts International, Volume: 31-04, page: 1865.
Contained By:	Masters Abstracts International31-04.
標題:	Civil engineering. -
電子資源:	click for full text (PQDT)

Estimation of pile frictional capacity in clayey sedimentary deposits in Taipei using CPT data.
Jie, Wie-Kong.

Estimation of pile frictional capacity in clayey sedimentary deposits in Taipei using CPT data. - 1 online resource (135 pages)

Source: Masters Abstracts International, Volume: 31-04, page: 1865.

Thesis (M.S.)--San Jose State University, 1993.

Includes bibliographical references

This thesis demonstrates that the present state-of-the-art methods for utilizing Cone Penetration Test data for pile frictional capacity prediction in cohesive soils agree reasonably well the observed maximum capacity of the tested piles when using methods suggested by Tumay and Fakhroo (1981). However, the method suggested by Schmertmann (1978) tends to underestimate the load carrying ability of the piles.

Electronic reproduction.
Ann Arbor, Mich. :
ProQuest,
2018

Mode of access: World Wide Web

Subjects--Topical Terms:

561339
Civil engineering.
Index Terms--Genre/Form:

554714
Electronic books.

Estimation of pile frictional capacity in clayey sedimentary deposits in Taipei using CPT data.
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008 190606s1993 xx obm 000 0 eng d
035 $a (MiAaPQ)AAI1353027
035 $a AAI1353027
040 $a MiAaPQ $b eng $c MiAaPQ $d NTU
100 1 $a Jie, Wie-Kong. $3 1191733
245 1 0 $a Estimation of pile frictional capacity in clayey sedimentary deposits in Taipei using CPT data.
264 0 $c 1993
300 $a 1 online resource (135 pages)
336 $a text $b txt $2 rdacontent
337 $a computer $b c $2 rdamedia
338 $a online resource $b cr $2 rdacarrier
500 $a Source: Masters Abstracts International, Volume: 31-04, page: 1865.
502 $a Thesis (M.S.)--San Jose State University, 1993.
504 $a Includes bibliographical references
520 $a This thesis demonstrates that the present state-of-the-art methods for utilizing Cone Penetration Test data for pile frictional capacity prediction in cohesive soils agree reasonably well the observed maximum capacity of the tested piles when using methods suggested by Tumay and Fakhroo (1981). However, the method suggested by Schmertmann (1978) tends to underestimate the load carrying ability of the piles.
520 $a The observed maximum frictional capacity is defined from the load versus butt settlement curve of pile test results.
520 $a The difference between these two computed frictional capacities is due to the significant difference of their relevant adhesion factors for cone friction lower than 0.36 kg/cm$\sp2$, where the adhesion factor from Tumay et.al. is higher than from Schmertmann.
533 $a Electronic reproduction. $b Ann Arbor, Mich. : $c ProQuest, $d 2018
538 $a Mode of access: World Wide Web
650 4 $a Civil engineering. $3 561339
655 7 $a Electronic books. $2 local $3 554714
690 $a 0543
710 2 $a ProQuest Information and Learning Co. $3 1178819
710 2 $a San Jose State University. $3 1191734
773 0 $t Masters Abstracts International $g 31-04.
856 4 0 $u http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=1353027 $z click for full text (PQDT)

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