Should laboratory-tested core sample shear strength be factored up, down, or unchanged to develop an allowable rock mass shear strength in design of the foundation system?
In: Civil Engineering
List one common method by which rock strengths are tested for the Rock Mass Rating Classification?
In: Civil Engineering
In: Civil Engineering
An underground mine with large rooms or bays and pillars, with little additional bolting or stabilization required. Boat tours are provided and, normally, available to the public. Given the description, what would you expect the Rock Mass Rating to likely be and why?
In: Civil Engineering
For design, the daily car, pickup truck, and light van traffic is 20,000; and the daily truck traffic consists of 200 passes of single-unit trucks with single and tandem axles, and 410 passes of tractor semi-trailer trucks with single, tandem, and triple axles. The axle weights are :cars, pickups, light vans = two 2000-lb single axles;single-unit trucks = 10,000-lb steering, single axle= 22,000-lb drive, tandem axle and: tractor semi-trailer trucks = 12,000-lb steering, single axle,= 18,000-lb drive, tandem axle,= 50,000-lb trailer, triple axle: QUESTION: Using D=10 inches, what is the 18-kip–equivalent single-axle load (18-kip ESAL) for cars, pickups, and light vans, the 18-kip–equivalent single-axle load (18-kip ESAL) for Single Unit trucks and the 18-kip–equivalent single-axle load (18-kip ESAL) for Tractor Semi-Trailer Trucks?
In: Civil Engineering
A 0% grade meets a 3% grade at station 24+00.00 and an elevation of 372.15 ft. For a passing sight distance of 2,000 ft, find the following:
a. Minimum length of the vertical curve that allows for passing using the minimum curve length equations.
b. Calculate the elevation of the middle point of the curve.
c. Calculate the elevation of the road at station 23+00.00.
In: Civil Engineering
True / False
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Ture/ False
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To reduce first costs of construction, structural design should be minimized without adversely affecting structural performance.
True/ False
In: Civil Engineering
What is the minimum required length of an emergency escape ramp made of pea gravel if the expected entering truck speed is 115 mph and the slope of the ramp is -2%?
In: Civil Engineering
In: Civil Engineering
Question 1
Bicycle frame was made with metal for many years manufactured.
In the recent years, carbon fibre reinforced polymer is applied due
to its responsiveness to fast roads and race conditions.
(a) Suggest TWO types of metal commonly used to make bicycle
frame.
(b) List THREE advantages and THREE disadvantages of using carbon fiber reinforced polymer on bicycle frame over metal.
(c) Make a list to compare carbon fiber reinforced polymer with ONE types of metal in Part (a), which includes the following factors:
(i) Correction resistance
(ii) Strength
(iii) Weight
(iv) Cost
(v) Manufacture
In: Civil Engineering
Describe the essential features of Consolidated-Undrained, Unconfined-Undrained, and Unconfined-Compression tests. Feel free to use sketches.
In: Civil Engineering
9. What is the importance of controlling the F/M ratio in suspended mixed activated sludge systems? What are the implications of a low or high F/M ratio to the settling properties of the biological floc? Please, elaborate your answer.
In: Civil Engineering
10. Why does sludge have to be stabilized before disposal? Describe the role of anaerobic bacteria on the degradation of sludge in anaerobic digesters - what is the purpose of each bacteria group in the destruction of solids/organic matter? What is the effect of pH change in the process of anaerobic digestion? Also, please describe the difference between sludge gravity thickening and air dissolved thickening process. (Please, elaborate).
In: Civil Engineering
Describe how a consolidated – drained triaxial test is conducted. Feel free to use a sketch to aid your explanation. What quantifies are measured during testing?
In: Civil Engineering
Use the annual flood data (annual maximum series) in the table below to perform a flood frequency analysis using the U.S. Water Resources Council Guidelines. The map skew for this location is - 0.2
Year | Discharge (cfs) |
1935 | 1955 |
1936 | 4050 |
1937 | 3570 |
1938 | 2060 |
1939 | 1300 |
1940 | 1390 |
1941 | 1720 |
1942 | 6280 |
1943 | 1360 |
1944 | 7440 |
1945 | 5320 |
1946 | 1400 |
1947 | 3240 |
1948 | 2710 |
1949 | 4520 |
1950 | 4840 |
1951 | 8320 |
1952 | 13900 |
1953 | 71500 |
1954 | 6250 |
1955 | 2260 |
1956 | 318 |
1957 | 1330 |
1958 | 970 |
1959 | 1920 |
1960 | 15100 |
1961 | 2870 |
1962 | 20600 |
1963 | 3810 |
1964 | 726 |
1965 | 7500 |
1966 | 7170 |
1967 | 2000 |
1968 | 829 |
1969 | 17300 |
1970 | 4740 |
1971 | 13400 |
1972 | 2940 |
1973 | 5660 |
Fill out the following table
Exceedance probability |
T |
K(T, Gs) |
log QT |
QT |
Year |
(cfs) |
|||
0.99 |
||||
0.95 |
||||
0.90 |
||||
0.8 |
||||
0.5 |
||||
0.2 |
||||
0.1 |
||||
0.04 |
||||
0.02 |
||||
0.01 |
||||
0.005 |
In: Civil Engineering