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- Examples of the different loading types: i. Linearly increasing vertical loading on a strip ii. Embankment type of loadingarrow_forwardIf a loading test was conducted as a quality control test for one of the stone columns constructed at the project site, which one is not one of the situations that the responsible engineer will question when interpreting his findings regarding the column failure mechanism and final settlement behavior? a. Whether the column is loaded singly or together with the surrounding ground b. Size of the field c. Length of stone column d. The ground profile from which the stone column is made and the presence of a solid layer e. Grid in case of loading more than one columnarrow_forwardKINDLY SHOW THE FREE BODY DIAGRAM IN CLEAR EXPLANTIONarrow_forward
- 75. A 4-ha field was plowed using a three-bottom 12-inch tractor-mounted moldboard plow. It took 11 hrs. to complete the operation at a tractor speed of 5 kph.Find the theoretical field capacity:a. 0.46 ha/hr b. 1.45 ha/hrc. 1.13 ha/hr d. 1.8 ha/hrarrow_forwardDefine the concept of Degree of Consolidation UnderRamp Loading ?arrow_forwardUse the suggested ACTUAL fixity factor recommended by the AISC k =0.8. What is rhe Demand capacity ratio using ASD and LRFDarrow_forward
- . A seven-story steel-frame office building will have columns spaced 7 m on centerand will have typical interior and exterior finishes. Compute the allowable total anddifferential settlements for this buildingarrow_forwardWhat are Two-Stage Precipitators?arrow_forwardQ1: How a properly designed, installed, and operated dewatering and pressure relief system will facilitate construction in a shallow water table site? Subject: Ground improvement techniques Program:Civil transportation engineeringarrow_forward
- Given: ▪ Proposed Eight-storey with roof deck commercial mix use building▪ 20 x 32 m with first floor being 3.5 meter in height and rest at 3.2 meter with 1.0-meter parapet ▪ 5 bays x 7 bays (5@ 4-meter x 8@ 4 meter typical) ▪ Assume a 10 kPa regular weight of the typical floor area except at roof deck being 8 kPa. Occupancy Category IIIEnclosedWind speed, V= 260kphExposure C Calculate the required wind pressure on the walls and parapet applying the code provision under Directional Procedure for Buildings of All Heights (NSCP section 207B) **ALL UNITS MUST BE IN KILOPASCAL (kpa)photos for referencearrow_forwardAn 87 meters long slope protection works with 75mm diameter x 1.0 meter PVC Pipe for weep hole spaced at 2.5 meters on center. Commercial length = 3.0 meters at Php 385 / piece. How much is the total materials cost of the PVC Pipes?arrow_forwardA building is to be designed on a deep silty saturated clay. Considering the fact that the site is near the riverbed, the tall rise building is expected to apply significant load on soil. Using the sketches/examples suggest asoil improvement technique for avoiding any future soil related problem ?arrow_forward
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