| 000 | 03204cam a2200505 i 4500 | ||
|---|---|---|---|
| 001 | 9781003121503 | ||
| 003 | FlBoTFG | ||
| 005 | 20220531132626.0 | ||
| 006 | m do d | | ||
| 007 | cr ||||||||||| | ||
| 008 | 200630t20212021flua ob 001 0 eng | ||
| 040 |
_aOCoLC-P _beng _erda _epn _cOCoLC-P |
||
| 020 |
_a9781003121503 _q(electronic book) |
||
| 020 |
_a1003121500 _q(electronic book) |
||
| 020 |
_a9781000262131 _q(electronic book) |
||
| 020 |
_a1000262138 _q(electronic book) |
||
| 020 |
_a9781000262070 _q(electronic book) |
||
| 020 |
_a1000262073 _q(electronic book) |
||
| 020 |
_a9781000262100 _q(electronic book) |
||
| 020 |
_a1000262103 _q(electronic book) |
||
| 020 |
_z9780367608118 _q(hardcover) |
||
| 035 |
_a(OCoLC)1163936099 _z(OCoLC)1227523415 |
||
| 035 | _a(OCoLC-P)1163936099 | ||
| 050 | 0 | 4 |
_aTA749 _b.N66 2021 |
| 072 | 7 |
_aTEC _x009150 _2bisacsh |
|
| 072 | 7 |
_aSCI _x031000 _2bisacsh |
|
| 072 | 7 |
_aTN _2bicssc |
|
| 082 | 0 | 0 |
_a624.1/51362 _223 |
| 100 | 1 |
_aNoor, Mohd. Jamaludin Md, _d1962- _eauthor. |
|
| 245 | 1 | 0 |
_aSoil settlement and the concept of effective stress and shear strength interaction / _cMohd Jamaludin Md Noor. |
| 250 | _aFirst edition. | ||
| 264 | 1 |
_aBoca Raton : _bCRC Press, _c2021. |
|
| 264 | 4 | _c©2021 | |
| 300 |
_a1 online resource (xii, 238 pages) : _billustrations (some color) |
||
| 336 |
_atext _btxt _2rdacontent |
||
| 337 |
_acomputer _bn _2rdamedia |
||
| 338 |
_aonline resource _bnc _2rdacarrier |
||
| 520 |
_a"This book is about the principal concept of soil mechanics that become the basis in explaining the soil mechanical behaviours. It is the extended concept of effective stress of Terzaghi and it is known as "the concept of effective stress and shear strength interaction." This new concept incorporates the role of mobilised shear strength developed within the soil body in resisting the compressive effect. Based on this new concept a comprehensive soil volume change framework has been developed known as Rotational Multiple Yield Surface Framework (RMYSF). This RMYSF is able to explain and quantify the puzzled and complex soil volume change behaviours. The main advantage of this RMYSF is that it is able to make a good prediction of soil and rock stress-strain responses at any effective stress. This will lead to accurate prediction of soil and rock settlements. Due to its simplicity and the comprehensive nature of this new fundamental concept in soil and rock mechanics, it will eventually be included in soil and rock mechanics syllabus for undergraduate and postgraduate courses. This book would be very useful for geotechnical engineers dealing with soil settlement, underground excavation, computer modelling, rock mechanics, road engineering, earth and rock dam engineering and tunnel engineering"-- _cProvided by publisher |
||
| 588 | _aOCLC-licensed vendor bibliographic record. | ||
| 650 | 0 | _aSoil consolidation. | |
| 650 | 0 | _aShear strength of soils. | |
| 650 | 7 |
_aSCIENCE / Earth Sciences / Geology _2bisacsh |
|
| 856 | 4 | 0 |
_3Taylor & Francis _uhttps://www.taylorfrancis.com/books/9781003121503 |
| 856 | 4 | 2 |
_3OCLC metadata license agreement _uhttp://www.oclc.org/content/dam/oclc/forms/terms/vbrl-201703.pdf |
| 999 |
_c74910 _d74910 |
||