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INTRODUCTION (cont.)






                                                                                                                Sta nda rd  Spe cif ica tion  For
                                                                                                                Roa d  Works  Se ction  2  –
                                                                                                                                       2.4.2
                                                                                                                E a :hworks  –  Cl a use


                                                                                                                                               Assessmen t
                                                                                                                           Excavatabil ity
                            Met hod                                    I nd i rect  Met hod
                   Di rect   T RI AL           R OC K          P R OP ER T I ES    M ET H OD






                                                                  R OC K

                                                                        M A

                                                                                      GEOP H Y SI C AL
                                   EX C A





                                         the
        P hysical    measu rin g     of V  A  T I ON   M ASS  P R OP ER T I ES   T ERI AL
        excavated       material    u sin g
                                                                More    detail ed    an d  precise    in formation     su ch   as  bedrock     depth,
        equ ipmen t.      More    accu rate    bu t
                                                                cavities,   an d   dissol u tion   featu res    in  carbon ate    rocks   an d   bou l ders
        time-con su min g        an d  expen sive
                                                                with   a  l ow-cost   an d   effective    method      ( S a a d  &  Moha m a d,  201 6;  Azri e f  Aza ha r
        especial l y   for  l arge  con stru ction
        projects.                                               e t  a l. ,  201 9 )  abl e  to  provide  vol u metric  measu remen ts  an d                        6
                                                                                                              201 9 )
                                                                su bsu 8ace      con dition s   ( Me hi di  e t  a l. ,
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