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Titlebook: Geotechnical Lessons Learnt—Building and Transport Infrastructure Projects; Proceedings of the 2 Hadi Khabbaz,Cholachat Rujikiatkamjorn,Ali

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21#
發(fā)表于 2025-3-25 04:14:36 | 只看該作者
22#
發(fā)表于 2025-3-25 08:29:21 | 只看該作者
Deep Wet Soil Mixing Columns Ground Treatment Technique-Lesson Learnt from Project, monitoring results also reveal that settlements and lateral movements of the bridge approach embankments and hybrid retaining wall (Reinforced Soil Wall combined with L-shaped wall) foundations are much less than the predicted design values. In addition, the trend of the 12?months monitoring result
23#
發(fā)表于 2025-3-25 13:05:29 | 只看該作者
Improvements to the Observational Method in New South Wales Road Tunnel Construction,ata. As confidence in the ability to predict the behaviour of rock masses in the Sydney Region increased, it could be argued that appreciation of the fundamentals of the Observational Method diminished to a process of collecting data for the sake of collecting data, rather than being a live tool to
24#
發(fā)表于 2025-3-25 18:43:33 | 只看該作者
,Precision Tunnelling Under Heritage Building in Sydney?CBD,graphy, in-situ stress condition, and rock/joint parameters was developed according to available borehole information, surrounding tunnel and excavation mapping, and past project experience. 3DEC software package was utilised to develop a local model and a global model simulating the interaction bet
25#
發(fā)表于 2025-3-25 21:41:58 | 只看該作者
26#
發(fā)表于 2025-3-26 02:35:29 | 只看該作者
Geotechnical Challenges in Design and Construction of Bridge Foundations and Approaches in Hilly Grns were different to that originally inferred and modifications to pad footing designs were deemed necessary. Additional investigations were undertaken, and the subsurface ground models updated to inform the revised design. For the northern bridge abutment foundation, a piled foundation was introduc
27#
發(fā)表于 2025-3-26 04:29:28 | 只看該作者
Shear Strength Testing for Geotechnical Structures,often no specification for the shear strength limits or shear strength testing frequency. This paper provides some results of shear strength testing of fill material derived from sandstone tunnel spoil used for temporary retaining structures and working platforms on a recent infrastructure project.
28#
發(fā)表于 2025-3-26 10:57:20 | 只看該作者
2366-2557 onstruction – case histories and lessons learnt.?This volume will be a useful guide to those in academia and industry working in the fields of geotechnical engineering. .978-981-99-1123-3978-981-99-1121-9Series ISSN 2366-2557 Series E-ISSN 2366-2565
29#
發(fā)表于 2025-3-26 15:07:47 | 只看該作者
Smart Solutions in a Circular Economy for Advancing Railroad Design and Construction Using Recycleds. The degree of degradation will be accelerated due to the increasing demand for elevated speeds of passenger trains and heavier axle loads for freight trains. It is, therefore, necessary to develop novel and cost-effective technologies to enhance the longevity and performance of tracks through ame
30#
發(fā)表于 2025-3-26 18:51:38 | 只看該作者
,Geotechnical Designs Gone Wrong—Lessons Learnt,ng design and construction compliance. For example, the Design and Building Practitioners Regulation 2021 (NSW) [., .]?that came into force on 1 July 2021 requires engineering reports associated with Class 2 buildings (i.e. residential or part-residential) to be signed by a registered Design Practit
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