Thanks everyone for the prompt responses, they've been helpful and highlight the need to be careful in what we report. The design is still underway and the structural engineers have adopted the FoS of 2.0 in their design but are now having to change their design if that is not the case.
Yes, we...
We prepared a geotechnical engineering report and in it we put some general blurb on pile design definitions and methods which the client adopted as the FoS / provided to third parties for use in pile / foundation design. We were not aware and have only just been made aware after questions were...
Hi everyone, thanks for the prompt responses.
@MTCN, foundations are going to support a wharf and jetty.
@oldestguy, thanks for the tip. Having not used geophysical data prior, I am just going off what i've come across in the literature
@SlideRule, thanks for that feedbac. Actually 4 piezoes...
Hi Everyone,
My site is a coastal site with the following prevalent geotech conditions (established by drilling and test pitting):
1. Sandy silt and clay, peat alluvial sequences (up to 5m depth)overlying unconsolidated sands and gravel dominate soils and also mixture of cobbles and gravels...
Thanks Mad Mike for the reply. Sorry yes should have clarified. Yes was referring to SPT refusal on cobbles/boulders. with regards to the size of boulders, how to determine size if boulder is larger than HQ size? Secondly, the boreholes were targeted to terminate at 30m depth. There is lack of...
Hi everyone, I have a site with about 5m thick Silty Clay / Sandy Clay overlying Unconsolidated gravels, sands, cobbles/boulders. We did drilling (wash boring and HQ coring) with SPT, most refusing on cobbles/boulders at depth. size of cobbles/boulders is unknown. In addition, the unconsolidated...
Thanks everyone for the responses.
@oldestguy - I was also thinking along those lines, excavate out insitu and backfill with suitable material. The volcanic soils are recent unconsolidated ash deposits from nearby active volcanoes, with depth of these volcanics estimated persist to around 20m...
Hi Everyone,
I'm seeking recommendations for foundation types on very loose to loose volcanic soils (Silty SANDS/Sandy SILTS) with low bearing pressures - <50kPa (as deduced from dynamic cone penetrometer), where the water table/sea level (site is about 1km from sea) is around 3.0m depth...
Hi all, lab results indicate the clay with shrink/swell of 0.5, c'of 14kpa, effectivef riction angle of 22°. Clay from 0 to 4.5m followed by XWvery low strength mudstone. Clay is stiff to very stiff. Groundwater depth possibly 3m below ground. Any comments about foundation type to.use? Am...
Hi everyone, thanks for your feedback and advice. At least we now know the verdict on this. But oldestgyr if you do know of groups that do so in other forums, please share.
I am just curious if there is a group / person who reviews geotechnical reports for free as a way of sharing their experience and knowledge on this forum. Please advise.
Thanks everyone for your comments and discussions. I am awaiting some lab results so will come back with more once I get those. sorted. At this stage, what hookie66 and BigH have suggested (bored piles) seem applicable in this case.
Can someone share their experience of foundation types for a 4 storey (with basement) to be built on a site with about 5 to 6m of alluvial high plasticity clay overlying weathered calcareous rock (7 to 10m) followed by HW calcareous rock. The clay are being tested for shrink/swell properties. We...
@ PEinc and JedClampett - Thanks for your feedback, much appreciated......The structural engineer in this instance was trying to get us to confirm if he could use the material properties we had provided in his retaining wall design even though we had supplied the recommended values already in...
Can someone provide advice on the use of material properties (friction angle, unit weight)of the retained material to determine lateral spacing of soilder piles? The structural engineer in this instance is asking if the material parameters we have provided can be used to determine the maximum...
