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13、e: 2006-9-12 8:33:05 The common problems of the channel 1, 2, 3, 4, read novice how to publish the article other problems A RadioButtonList 1 of the total length of the bridge (total length) calculation requirement is that the bridge abutment is (). A each span of the span of the bridge and the stan
14、dard span B on both sides of abutment side wall or splayedjambs end distance C on both sides of the front wall abutment distance D deck lane lengthD camber 3 reinforced concrete or prestressed concrete simply supported beam bridge. A statically indeterminate structure C super static fixed structure
15、D continuous structure B bent frame structure 4 basic forms of bridge can be divided into (). A cut pile, caisson foundation base, B foundation, pile foundation, pile foundation sinking C hole digging pile, bored pile, caisson pile D digging pile, caisson foundation, excavation and foundation 5 rein
16、forced concrete axial tension members, the main steel joints should be used (). A welding B welding or banding binding C 6 the following tests which can be used for determination of the modulus of subgrade (). A heavy compaction test B three axial compression test of C bearing plate test D simplysup
17、ported located test 7, when the sampling distance of more than 1KM, the operation mode should be selected for the earth (). A. B. C. excavator and bulldozer scraper from the dump truck 8, the water content of the larger cohesive soil is the most suitable for the compaction machinery. A. vibratory ro
18、ad roller B. small vibration ram C. bump type vibratory roller D. tire road roller 9, heavy oil asphalt AH-70, “70“ refers to the asphalt (). A. B. C. ductility penetration softening point D. flash 10, soft soil foundation buried deep 23m, the most appropriate treatment is (). A. plastic drainage pl
19、ate B. powder jet pile C. replacement fill D. light subgrade filling Two, a number of choice questions 1, complex geological structure, bridge foundation test, special requirements for general use (foundation). A. B. for drilling penetration geotechnical test D. according to the design requirements
20、for load test C. visual inspection 2, before pouring concrete, the pipe should be carried out () test. A. water tight C. pressure B. joint tensile D. welding 3, after the completion of the tower of the suspension bridge, to be determined (as) bare tower cable shape design adjustment based on. A. B.
21、inclination span C. top elevation of D. stiffness 4, the highway construction in the round pipe culvert of those parts not measured separately is (). A. B. C. based character wall cone slope excavation backfill D. 5, cement stabilized crushed stone base mixture of the test project is (). A. particle
22、 analysis B. heavy compaction test C. delay time D. compressive strength test 6, through the layer of asphalt is used (). Slow setting liquid petroleum asphalt in A. road petroleum asphalt B. C. slow down or slow crack or medium and slow crack of asphalt mixture D. 7, the highway rock cutting excava
23、tion blasting way (commonly used). A. B. C. pre splitting blasting drilling blasting hole blasting blasting D. 8, the following soft foundation treatment scheme, belongs to the method of strengthening the soft foundation. A. powder jet pile D. using light roadbed filling C. sand cushion B. replaceme
24、nt fill 9, determine the asphalt with the best ratio of the initial asphalt content of the initial ratio of OAC asphalt content is (). A. corresponds to the maximum stability of the asphalt content of B. corresponding to the maximum density of asphalt content C. corresponds to the range of porosity
25、of the asphalt content D. corresponds to the extent of the range of the value of asphalt content E. corresponds to the maximum saturation of asphalt content 10, gravel soil suitable for the degree of compaction detection method is (). A. sand filling method B. irrigation method C. ring sampler D. wa
26、x sealing method 11, in the design of retaining wall, reducing the role of the retaining wall earth pressure method has (). A. back to tilt to tilt the B. inclined to invert C. to reduce the friction angle of the wall back D. increases the friction angle of the wall to increase the section size of t
27、he retaining wall F. 12, asphalt three index finger (). The stability of A. B. C. D. ductility softening point penetration 13, fine grained soil classification according to () classification. A. liquid plastic limit and plastic index B. particles composed of C. organic matter content of D. soil mine
28、ral composition 14, take the argument about foundation pit, which is (right). A, soil pit before use must be well prepared in advance planning, combined with irrigation and water conservancy; B, take the principle of soil pit near earth, with convenient construction shall prevail; C, ground slope is
29、 steeper than 1: 10, roadside soil pit should be located in the roadbed side; D, the bridge on both sides should set up a soil pit; 15, cement concrete pavement, the common type of expansion joints have (). A. sliding dowel type B. type C. type D. thick edge steel dowel bar type basting 16, can be u
30、sed for cement concrete pavement of heavy traffic (). A. ordinary portland cement B. slag Portland cement C. Portland cement D. Portland cement 17, in the summer of cement concrete pavement construction commonly used admixture for (). A. water reducing agent B. retarder C. accelerator D. early stren
31、gth agent 18, belongs to the senior road is (). A. B. cement concrete pavement asphalt concrete pavement asphalt surfacing C. D. asphalt penetration pavement 19, the rainy season construction embankment fill requirements (). A, sand and gravel soil with good water permeability; B, embankment layered
32、 embankment, to maintain 23% above the horizontal slope drainage;C, with the dig fill in time compaction; D, over wet soil can be used light compaction standards, and can reduce the degree of compaction standard. 20, cement concrete pavement and asphalt concrete pavement compared to what advantages
33、(). A, long service life B. small noise C. maintenance convenience D. night visibility good 21, soil plastic limit test method has (). A. rubbing method B. liquid plastic limit combined determination of C. count cytometry method D. method of falling ball 22, the influence of groundwater within the s
34、cope of the roadbed suitable fill is (). A. sandy soil B. gravel soil C. clay D. silty soil F. organic soil 23, cement concrete longitudinal seam is divided into (). Joint B. expansion joint construction joint C. D. A. shrink basting 24, petroleum asphalt according to the colloidal structure can be
35、divided into (). A. sol structure B. structure C. gel structure D. solid state structure 25, increase the asphalt and aggregate adhesion index measures have (). A. plus anti stripping agent B. plus a certain dose of cement The increase of C. D. with certain dose of lime powder 26, the following rock
36、s belong to alkaline rocks. A. B. C. limestone dolomite quartz basalt rock D. 27, dolomite, compressive strength 88Mpa, double cylinder wear machine measuring the wear rate is 4.5%, is a genus (rock). A. limestone type B. lava rock class C.1 grade D.2 stone 28, to reduce the semi rigid base cracking
37、 measures. A. to increase the cement content of B. to reduce the cement content of C. increased by 0.075 the following content D. decreases less than 0.075 of the content of E. in the health period covered with moisturizing and health 29, the following soft foundation treatment method, in order to drainage consolidation is the main (). A. sand cushion B. plastic drainage board C. powder jet pile D. sand well
