The Stabilty Assesment and Treatment of Red Clay Deep Pit
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摘要: 土质边坡常因客观条件和地质因素的改变而失去原有的稳定性。通过对某一工程的红粘土土质边坡的稳定性评价，提出了在治理基坑边坡工作中，抗剪指标参数的取用原则和建议。Abstract: Clay Slope is often with the objective conditions and geological factors changes, loses its original stability. This useful paper gives how to appreciate the stability of red clay slope in the deep foundation and it provides the using principles and suggestions against shearing strength index in the geotechnical engineering management.
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Key words:
- Red Clay /
- Stability assesment of deep pitslipe /
- Treatment of deep pit
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