STRENGTH AND MODULUS OF MARINE CLAY-CEMENT MIXES

By Fook Hou Lee, Yeong-Saeng Lee, S. Chew, K. Yong. 2005

275 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/047936ca293c334b6ef69c641df461455f26fcd8

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In Civil and Structural Engineering

1. Songyu Liu
2. Yongfeng Deng
3. Tongwei Zhang
4. Yixin Tang
5. T. Tsuchida
6. Dingwen Zhang
7. X. Yue

Citations in the corpus

• Estimation of compressive strength of cement-treated marine clays with different initial water contents (2015, background): “Lee et al. (2005) studied the strength and modulus of marine clay–cement mixture with high cement content and concluded that water–cement ratio alone cannot account for the variation in the strength and the influence of the soil–cement ratio must be also included.”
• Mechanical behaviour and micro-structure of cement-stabilised marine clay with a metakaolin agent (2014, methodology): “The secant modulus (E50), obtained from unconfined compression tests, is expressed as the ratio of the stress to strain when the axial stress is 50% of the unconfined compressive strength [3,33,29,9,23,20].”