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  1. Marshwater

    landslide stabilizaton

    i have a massive movement i am looking at to stabilize. it is a 75% slope moving as one mass about 40*100. it seems it is the accumulation of cut and undesired topsoil/cutting from cutting the lot (residential). can ya'll reccomend any techniques to stabilize this movement? marshwater
  2. Marshwater

    need information on HPT - helical probe test

    i have used this method in the past for foundation testing. i am wanting to familiarize my engineer with it (i am a geologist). is this method ASTM? are there any cooralations to DCP or others? any information would be greatly appreciated. ronnie

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