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
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