在做高填方边坡稳定性的勘察时,发现现场情况比预想的复杂得多。规范中对支护结构变形过大有明确规定,但在实际施工中,地质条件的复杂性往往超出预期。 (eb65F@ P
而且,有些专家认为高密度电法结果仅供参考,但我认为其对支护结构变形过大的定性判断很有价值。如果采用高密度电法,建议同步开展其他原位测试,以互相验证支护结构变形过大的评价结果。 vC&0UNe$
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尤其是在处理支护结构变形过大时,高密度电法的误差容易导致后续设计的***守或冒险。 XU<owk
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