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Hi sir, I'm a Ph student and i am build an accelerated load test machine, my question how can i make the load accelerated , is it by increase the frequency or increase the load applied at specific interval?
Hi sir, I'm a Ph student and i am build an accelerated load test machine, my question how can i make the load accelerated , is it by increase the frequency or increase the load applied at specific interval?
A well put together video, well done. Another source of reclamation material used in Singapore is the left over rock / earth from their tunneling works from their public infrastructure projects. This has become more and more relevant over time as sand has become increasingly difficult to source with various countries blocking sales. There is even a proposal to dig up the incinerated waste out of from the Semakau Landfill to use as fill material for the current expansion of Tuas Port.
At least how many tests do you use to determine the capacity of a soil? What program do you use to determine the capacity of the soil and settlement, especially when you have several strata of soil?
Could you put the sand into a mineral washing unit with a molecular separator similar to a desalinization used on boats to separate out the individual components in the sand? Could those individual elements then be remixed in a more suitable configuration for building? Perhaps put some of those individual elements through further processing before remixing to create a final product? Would any other inputs be necessary or could you find all you need from the sand? Sorry I don’t 😅 have a lot of formal or in-depth knowledge but rather a lot of varied and broad knowledge.
Good day sir. What are the simplest field method to evaluate pavement failure indices. What are the indices we can measure to determine pavement effectiveness Thank you
Why laterite soil so easyly lost moisture .. i've was give some treatment on my soil with humic acid from leonardite stone but its not have some changing .. do you have any idea to treatment laterite soil ?
the results of the boring test conducted for the proposed residential building of about 6-storey, from the natural ground up to 1 meter depth is 100 KPA, from the ground to 2 meter depth is 125 KPA, from the ground up to 3 meters depth is 130 KPA, from the groundv to 4 meters is 72 KPA, from the the gound to 5 meters depth is 40 KPA, ans from the ground up to 6 meters depth is 110 KPA, and son 120KPA. Now the question is at what depth from the ground the column foundation be situated?
Hello Good Day Sir, thank you so much for the explanation. Sir I would like to know is there any possibility that the cohesion value of sand will be completely zero, or the there will be value for cohesion for example like 0.5? Another question, is there any possibility that the cohesion value of sand can be negative for example like -0.5? Thank you Sir 😊
