Excessive wall deflection and ground settlement are common problems for deep excavations in soft clay and frequently damage adjacent buildings. To reduce wall deflection or ground settlement, the in situ soil is usually strengthened by jet grouting or mechanical deep mixing method. Finite element an
β¦ LIBER β¦
Analysis of Deep Excavation with Column Type of Ground Improvement in Soft Clay
β Scribed by Ou, Chang-Yu; Wu, Tzong-Shiann; Hsieh, Hsii-Sheng
- Book ID
- 117997869
- Publisher
- American Society of Civil Engineers
- Year
- 1996
- Tongue
- English
- Weight
- 991 KB
- Volume
- 122
- Category
- Article
- ISSN
- 0733-9410
No coin nor oath required. For personal study only.
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