| 000 | 04976nam a2201225Ia 4500 | ||
|---|---|---|---|
| 000 | 02977ntm a2200217 i 4500 | ||
| 001 | 69441 | ||
| 003 | 0 | ||
| 005 | 20250921113209.0 | ||
| 008 | 171122n 000 0 eng d | ||
| 010 |
_z _z _o _a _b |
||
| 015 |
_22 _a |
||
| 016 |
_2 _2 _a _z |
||
| 020 |
_e _e _a _b _z _c _q _x |
||
| 022 |
_y _y _l _a2 |
||
| 024 |
_2 _2 _d _c _a _q |
||
| 028 |
_a _a _b |
||
| 029 |
_a _a _b |
||
| 032 |
_a _a _b |
||
| 035 |
_a _a _b _z _c _q |
||
| 037 |
_n _n _c _a _b |
||
| 040 |
_e _erda _a _d _b _c |
||
| 041 |
_e _e _a _b _g _h _r |
||
| 043 |
_a _a _b |
||
| 045 |
_b _b _a |
||
| 050 |
_a _a _d _b2 _c0 |
||
| 051 |
_c _c _a _b |
||
| 055 |
_a _a _b |
||
| 060 |
_a _a _b |
||
| 070 |
_a _a _b |
||
| 072 |
_2 _2 _d _a _x |
||
| 082 |
_a _a _d _b2 _c |
||
| 084 |
_2 _2 _a |
||
| 086 |
_2 _2 _a |
||
| 090 |
_a _a _m _b _q |
||
| 092 |
_f _f _a _b |
||
| 096 |
_a _a _b |
||
| 097 |
_a _a _b |
||
| 100 |
_e _e _aLeyba, Duanie P. _d _b4 _u _c0 _q16 |
||
| 110 |
_e _e _a _d _b _n _c _k |
||
| 111 |
_a _a _d _b _n _c |
||
| 130 |
_s _s _a _p _f _l _k |
||
| 210 |
_a _a _b |
||
| 222 |
_a _a _b |
||
| 240 |
_s _s _a _m _g _n _f _l _o _p _k |
||
| 245 | 0 |
_a _aCompressive strength of concrete using superplasticizer and rice husk ash as supplementary cementitious material / _d _b _n _cDuanie P. Leyba. _h6 _p |
|
| 246 |
_a _a _b _n _i _f6 _p |
||
| 249 |
_i _i _a |
||
| 250 |
_6 _6 _a _b |
||
| 260 |
_e _e _a _b _f _c _g |
||
| 264 |
_3 _3 _a _d _b _c46 |
||
| 300 |
_e _e _c28 cm. _ax, 53 pages _b |
||
| 310 |
_a _a _b |
||
| 321 |
_a _a _b |
||
| 336 |
_b _atext _2rdacontent |
||
| 337 |
_3 _30 _b _aunmediated _2rdamedia |
||
| 338 |
_3 _30 _b _avolume _2rdacarrier |
||
| 340 |
_2 _20 _g _n |
||
| 344 |
_2 _2 _a0 _b |
||
| 347 |
_2 _2 _a0 |
||
| 362 |
_a _a _b |
||
| 385 |
_m _m _a2 |
||
| 410 |
_t _t _b _a _v |
||
| 440 |
_p _p _a _x _v |
||
| 490 |
_a _a _x _v |
||
| 500 |
_a _aThesis (M.A.) -- Pamantasan ng Lungsod ng Maynila, 2005.;A directed study presented to the faculty of Graduate School of Engineering in partial fulfillment of the requirements for the degree Master of Engineering (MEng) with specialization in Structural Engineering. _d _b _c56 |
||
| 504 |
_a _a _x |
||
| 505 |
_a _a _b _t _g _r |
||
| 506 |
_a _a5 |
||
| 510 |
_a _a _x |
||
| 520 |
_b _b _c _aABSTRACT: This study aims to determine the compressive strength of concrete using superplasticizer and rice husk ash as supplementary cementititious material. It includes the selection of appropriate water and cement ratio and the establishment of the ratio of cement to rice husk ash. Moreover, it considers the constant amount of superplasticizer and its application on structural purposes. Furthermore, it intends to compare its cost and compressive strength to the ordinary mix concrete with superplasticizer. Experimental method of research was used in conducting the technical evaluation of mixing and proportioning design method of concrete. The experiment was simplified with the help of the instruments or apparatus for mixing of concrete, slump test, unit weight test and compression test. The study concludes that the incorporation of superplasticizer in a concrete mixture reduced the water content, improved workability, obtained high slumps, and increased the compressive strength of a concrete even without rice husk ash. The results revealed that addition of rice husk ash in a concrete mixture resulted in higher water requirement. In addition, the result also explained that a dosage percent of superplasticizer by Portland cement weight in a concrete mixture with 15% replacement of Portland cement by rice husk ash as supplementary cementititious material increases its material cost. Finally, it is recommended that further study should be conducted to determine the water absorption capacity of the rice husk ash and the optimum amount of superplasticizer that can be added to enhance and develop the compressive strength of a concrete. Likewise, further investigation should also be carried out for other properties of concrete using superplasticizer and rice husk ash as supplementary cementititious material. _u |
||
| 521 |
_a _a _b |
||
| 533 |
_e _e _a _d _b _n _c |
||
| 540 |
_c _c _a5 |
||
| 542 |
_g _g _f |
||
| 546 |
_a _a _b |
||
| 583 |
_5 _5 _k _c _a _b |
||
| 590 |
_a _a _b |
||
| 600 |
_b _b _v _t _c2 _q _a _x0 _z _d _y |
||
| 610 |
_b _b _v _t2 _x _a _k0 _p _z _d6 _y |
||
| 611 |
_a _a _d _n2 _c0 _v |
||
| 630 |
_x _x _a _d _p20 _v |
||
| 648 |
_2 _2 _a |
||
| 650 |
_x _x _a _d _b _z _y20 _v |
||
| 651 |
_x _x _a _y20 _v _z |
||
| 655 |
_0 _0 _a _y2 _z |
||
| 700 |
_i _i _t _c _b _s1 _q _f _k40 _p _d _e _a _l _n6 |
||
| 710 |
_b _b _t _c _e _f _k40 _p _d5 _l _n6 _a |
||
| 711 |
_a _a _d _b _n _t _c |
||
| 730 |
_s _s _a _d _n _p _f _l _k |
||
| 740 |
_e _e _a _d _b _n _c6 |
||
| 753 |
_c _c _a |
||
| 767 |
_t _t _w |
||
| 770 |
_t _t _w _x |
||
| 773 |
_a _a _d _g _m _t _b _v _i _p |
||
| 775 |
_t _t _w _x |
||
| 776 |
_s _s _a _d _b _z _i _t _x _h _c _w |
||
| 780 |
_x _x _a _g _t _w |
||
| 785 |
_t _t _w _a _x |
||
| 787 |
_x _x _d _g _i _t _w |
||
| 800 |
_a _a _d _l _f _t0 _q _v |
||
| 810 |
_a _a _b _f _t _q _v |
||
| 830 |
_x _x _a _p _n _l0 _v |
||
| 942 |
_a _alcc _cBK |
||
| 999 |
_c35410 _d35410 |
||