|
|
|
|
LEADER |
05563nma a2201561 u 4500 |
001 |
EB002158408 |
003 |
EBX01000000000000001296523 |
005 |
00000000000000.0 |
007 |
cr||||||||||||||||||||| |
008 |
230515 ||| eng |
020 |
|
|
|a books978-3-0365-6528-6
|
020 |
|
|
|a 9783036565279
|
020 |
|
|
|a 9783036565286
|
100 |
1 |
|
|a Jastrzębska, Małgorzata
|
245 |
0 |
0 |
|a New Frontiers in Sustainable Geotechnics
|h Elektronische Ressource
|
260 |
|
|
|a Basel
|b MDPI - Multidisciplinary Digital Publishing Institute
|c 2023
|
300 |
|
|
|a 1 electronic resource (364 p.)
|
653 |
|
|
|a machine learning
|
653 |
|
|
|a safety factor
|
653 |
|
|
|a ammonia retention rate
|
653 |
|
|
|a rigid inclusions
|
653 |
|
|
|a compaction technology
|
653 |
|
|
|a Proctor test
|
653 |
|
|
|a MICP
|
653 |
|
|
|a silt
|
653 |
|
|
|a retaining structures
|
653 |
|
|
|a finite element method
|
653 |
|
|
|a soil slope
|
653 |
|
|
|a foundation pressure
|
653 |
|
|
|a soil improvement
|
653 |
|
|
|a incremental equations
|
653 |
|
|
|a probability
|
653 |
|
|
|a MWD
|
653 |
|
|
|a geotechnical influence
|
653 |
|
|
|a diesel
|
653 |
|
|
|a XRD
|
653 |
|
|
|a random forests
|
653 |
|
|
|a ammonia-soda residue
|
653 |
|
|
|a impact monitoring
|
653 |
|
|
|a Neogene clay elevation
|
653 |
|
|
|a calcium carbonate precipitation induced by microorganisms
|
653 |
|
|
|a surface strength
|
653 |
|
|
|a soil treatment
|
653 |
|
|
|a reinforced soil walls
|
653 |
|
|
|a clay
|
653 |
|
|
|a Technology: general issues / bicssc
|
653 |
|
|
|a experimental tests
|
653 |
|
|
|a welded steel grid
|
653 |
|
|
|a gravel-rubber mixtures
|
653 |
|
|
|a acidic soil
|
653 |
|
|
|a end-of-life tires
|
653 |
|
|
|a soil stabilization
|
653 |
|
|
|a contaminated soil
|
653 |
|
|
|a reliability
|
653 |
|
|
|a Bacillus pasteurii
|
653 |
|
|
|a constant rate of strain
|
653 |
|
|
|a marine clay
|
653 |
|
|
|a triaxial test
|
653 |
|
|
|a flow 3D
|
653 |
|
|
|a decision trees
|
653 |
|
|
|a temporary geotechnical structures
|
653 |
|
|
|a liquefaction
|
653 |
|
|
|a soil characteristics
|
653 |
|
|
|a void ratio
|
653 |
|
|
|a unbound base course
|
653 |
|
|
|a shear strength
|
653 |
|
|
|a correction coefficient
|
653 |
|
|
|a soil nailing system
|
653 |
|
|
|a engineering material improvement
|
653 |
|
|
|a soil shear modulus
|
653 |
|
|
|a fine particle content
|
653 |
|
|
|a bearing resistance
|
653 |
|
|
|a foundation systems
|
653 |
|
|
|a cement bound base course
|
653 |
|
|
|a compressibility
|
653 |
|
|
|a permeability coefficient
|
653 |
|
|
|a geotechnical properties
|
653 |
|
|
|a recycled rubber
|
653 |
|
|
|a depth of ground freezing
|
653 |
|
|
|a reinforcement of embankments
|
653 |
|
|
|a n/a
|
653 |
|
|
|a HPMC
|
653 |
|
|
|a penetrometer
|
653 |
|
|
|a chitosan
|
653 |
|
|
|a cavitation
|
653 |
|
|
|a non-traditional additives
|
653 |
|
|
|a energy dissipations
|
653 |
|
|
|a stepped spillways
|
653 |
|
|
|a History of engineering and technology / bicssc
|
653 |
|
|
|a biomineralization
|
653 |
|
|
|a electrical resistivity tomography
|
653 |
|
|
|a return period
|
653 |
|
|
|a environmental geotechnics
|
653 |
|
|
|a drained
|
653 |
|
|
|a Warsaw Slope
|
653 |
|
|
|a pullout test
|
653 |
|
|
|a woven steel grid
|
653 |
|
|
|a pressure profiles
|
653 |
|
|
|a soil freezing
|
653 |
|
|
|a analytical methods
|
653 |
|
|
|a non-cohesive soil
|
653 |
|
|
|a Environmental science, engineering and technology / bicssc
|
653 |
|
|
|a ground improvement
|
653 |
|
|
|a Taiwan mudstone
|
653 |
|
|
|a engineering compaction
|
653 |
|
|
|a calcium carbonate
|
653 |
|
|
|a vibrating hammer test
|
653 |
|
|
|a facing displacements
|
653 |
|
|
|a unconfined compressive strength
|
653 |
|
|
|a gabions
|
653 |
|
|
|a SEM
|
653 |
|
|
|a wind erosion resistance
|
653 |
|
|
|a recycling
|
653 |
|
|
|a sustainable geotechnical applications
|
653 |
|
|
|a partial saturation
|
653 |
|
|
|a cement paste
|
653 |
|
|
|a nailed soil
|
700 |
1 |
|
|a Kazimierowicz-Frankowska, Krystyna
|
700 |
1 |
|
|a Chiaro, Gabriele
|
700 |
1 |
|
|a Rybak, Jaroslaw
|
041 |
0 |
7 |
|a eng
|2 ISO 639-2
|
989 |
|
|
|b DOAB
|a Directory of Open Access Books
|
500 |
|
|
|a Creative Commons (cc), https://creativecommons.org/licenses/by/4.0/
|
028 |
5 |
0 |
|a 10.3390/books978-3-0365-6528-6
|
856 |
4 |
0 |
|u https://www.mdpi.com/books/pdfview/book/6801
|7 0
|x Verlag
|3 Volltext
|
856 |
4 |
2 |
|u https://directory.doabooks.org/handle/20.500.12854/98774
|z DOAB: description of the publication
|
082 |
0 |
|
|a 363
|
082 |
0 |
|
|a 900
|
082 |
0 |
|
|a 333
|
082 |
0 |
|
|a 700
|
082 |
0 |
|
|a 600
|
082 |
0 |
|
|a 620
|
520 |
|
|
|a With increasing awareness about environmental sustainability issues, the geotechnical engineering community is in search of sustainable materials, innovative applications and ground improvement technologies which are resilient to climate change, involve low carbon emissions, are ecologically friendly and affordable, yet effective. As such, this reprint brings together 18 novel contributions providing the state-of-the-art in "Sustainable Geotechnics" with special focus on the reuse and recycling of waste materials in geotechnical applications as well as sustainable design, construction, and monitoring of the performance of geostructures. This reprint may be of particular interest to geotechnical professional engineers and researchers who are facing the challenging task of increasing the sustainability and resiliency of geotechnical assets and infrastructures.
|